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<title><![CDATA[Source and Site Characteristics of Earthquakes That Have Caused Exceptional Ground Accelerations and Velocities [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/1?rss=1</link>
<description><![CDATA[
<p>This study investigates the characteristics of the free-field strong-motion records that have yielded the 100 largest peak accelerations and the 100 largest peak velocities in a relatively complete database of accelerograms recorded through the summer of 2007. The peak is defined as the maximum zero-to-peak amplitude of the acceleration or velocity vector during the strong shaking. This compilation includes 35 records with peak acceleration greater than 1<I>g</I> (980 cm/sec<sup>2</sup>) and 40 records with peak velocities greater than 100 cm/sec. The results sample an estimated 150,000 instrument-years of strong-motion recordings. The geometric mean of the two horizontal components of acceleration or velocity, as used in many ground-motion prediction equations, is typically 0.76&nbsp;times the magnitude of this vector peak. Accelerations in the top 100 come from earthquakes as small as magnitude 4.8, while velocities in the top 100 all come from earthquakes with magnitude 5.7 or larger. These records are dominated by crustal earthquakes with thrust, oblique-thrust, or strike-slip mechanisms. Normal faulting mechanisms in crustal earthquakes constitute under 5% of the records in the databases searched and an even smaller percentage of the 100 largest acceleration or velocity records. All National Earthquake Hazard Reduction Program site categories have contributed exceptional records, in proportions similar to the extent that they are represented in larger databases.</p>
]]></description>
<dc:creator><![CDATA[Anderson, J. G.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:11 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080375</dc:identifier>
<dc:title><![CDATA[Source and Site Characteristics of Earthquakes That Have Caused Exceptional Ground Accelerations and Velocities [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>36</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>1</prism:startingPage>
<prism:section>Article</prism:section>
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<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/37?rss=1">
<title><![CDATA[Effect of Fault Rupture Characteristics on Near-Fault Strong Ground Motions [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/37?rss=1</link>
<description><![CDATA[
<p>The effect of fault rupture characteristics on near-fault strong ground motions is investigated using a kinematic modeling approach in an attempt to identify physical processes that lead to specific ground-motion patterns. The shear-stress distribution on the causative fault plane of four well-documented seismic events (i.e., 1979 Imperial Valley, 1985 Michoacan, 1989 Loma Prieta, and 1999 Izmit) is calculated based on fault slip models available in the literature using the methodology proposed by <cross-ref type="bib" refid="rf11">Bouchon (1997)</cross-ref> for stress field computations. In order to associate the fault rupture characteristics (i.e., slip, rupture velocity, state of stress) of the investigated earthquakes with near-fault ground motions generated by the events, forward ground-motion simulations are performed using the discrete wavenumber representation method and the concept of the <I>S</I>-wave isochrones is exploited. The results indicate that the seismic energy radiated from the high-isochrone-velocity region of the fault arrives at the receiver within a time interval that coincides with the time window of the long-period ground-motion pulse recorded at the site. Furthermore, the near-fault ground-motion pulses are strongly correlated with large slip on the fault plane locally driven by high stress drop. In addition, the local rupture velocity seems to be inversely correlated to the spatial distribution of the strength excess over the fault plane confirming findings of previous studies. For various events the area of the fault that contributes to the formation of the near-fault pulse encompasses more than one patch of significant moment release (subevent) (e.g., 1979 Imperial Valley, 1989 Loma Prieta). This observation explains why a dislocation model with average properties (i.e., slip, rise time, etc.) reproduces successfully near-fault ground motions for strike-slip faults and for dip-slip faults with intermediate-to-large earthquake magnitudes (<cross-ref type="bib" refid="rf1">Aki, 1979</cross-ref>). However, for very large earthquakes, such as megathrust events on subduction zones (e.g., 1985 Michoacan), the fault region that contributes to the pulse formation encompasses individual subevents and, consequently, cracklike slip functions (rather than dislocation models) may be more appropriate for the simulation of the near-fault ground motions.</p>
]]></description>
<dc:creator><![CDATA[Mavroeidis, G. P., Papageorgiou, A. S.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:11 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090018</dc:identifier>
<dc:title><![CDATA[Effect of Fault Rupture Characteristics on Near-Fault Strong Ground Motions [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>58</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>37</prism:startingPage>
<prism:section>Article</prism:section>
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<title><![CDATA[Toward Understanding Subtle Instrumentation Effects Associated with Weak Seismic Events in the Near Field [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/59?rss=1</link>
<description><![CDATA[
<p>Broadband observations of small earthquakes at short epicentral distances reveal a mixture of near-field effects and instrumental artifacts. We investigated these phenomena at a station equipped with an STS-2 and CMG-40T sensor situated almost above shallow <I>M</I>&nbsp;3.0 to 3.8 events (peak ground acceleration 2<FONT FACE="arial,helvetica">x</FONT>10<sup>-1</sup> m/sec<sup>2</sup>). The horizontal components were systematically accompanied by tiltlike disturbances, and the tilt obtained from the STS-2 records exceeded more than 10 times the values predicted by the source model. We also observed a so far uncommonly recognized type of disturbance, whose shape is the first derivative of the tiltlike disturbance. The most likely explanation seems to be clipping of high-frequency signal peaks within the sensor system. A computational model of a broadband feedback velocimeter as a linear dynamic system with saturation proved this interpretation on a qualitative level. Generally, any asymmetry in the transfer of high frequencies in the feedback velocimeter would produce a long-period disturbance of this type. Users of near-fault broadband velocigrams may numerically simulate the disturbances, without any knowledge of their physical nature, and subtract them from the records. The decontaminated records still may have a strange, bow-shaped form, related to the near-field ramp and the static displacement (of the order of 1<FONT FACE="arial,helvetica">x</FONT>10<sup>-5</sup> m in this article). The effects studied in this article seem to have a general character, for apparently any feedback-controlled broadband velocimeter.</p>
]]></description>
<dc:creator><![CDATA[Zahradnik, J., Plesinger, A.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:11 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090087</dc:identifier>
<dc:title><![CDATA[Toward Understanding Subtle Instrumentation Effects Associated with Weak Seismic Events in the Near Field [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>73</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>59</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/74?rss=1">
<title><![CDATA[Age of Unstable Bedrock Landforms Southwest of Yucca Mountain, Nevada, and Implications for Past Ground Motions [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/74?rss=1</link>
<description><![CDATA[
<p>We determine minimum exposure ages for unstable outcrops at three sites in Amargosa Desert, southwestern Nevada, including a site at the southern end of Yucca Mountain. Varnish microlamination dating techniques provide minimum exposure ages of 12.5&ndash;36&nbsp;k.y. for the unstable outcrops of welded tuff, including a 24&nbsp;k.y. age for the south Yucca Mountain site. The youngest exposure age (12.5&nbsp;k.y.) is found at the site located only 10&nbsp;km from the Death Valley&ndash;Furnace Creek fault, suggesting outcrops may be more frequently modified when close to major active earthquake sources. A simplistic stability assessment of the south Yucca Mountain outcrops suggests peak ground accelerations (PGAs) may not have exceeded about 1<I>g</I> (uncertainty bounds 0.5&ndash;2<I>g</I>) in at least 24&nbsp;k.y. A PGA of 1<I>g</I> is consistent with the predicted 24&nbsp;k.y. return period PGAs from the near decade-old Yucca Mountain probabilistic seismic hazard (PSH) model, except for the ninety-fifth percentile and above. We gain confidence in our interpretations by additionally observing: (1)&nbsp;minimal damage to the south Yucca Mountain outcrops from a recent moderate earthquake that is estimated to have produced a PGA of less than 0.1<I>g</I> there (i.e., motions less than 0.5<I>g</I> do not significantly damage the outcrops); and (2)&nbsp;severe damage to similar volcanic outcrops associated with PGAs of the order 0.5&ndash;1<I>g</I> near a nuclear blast site from the 1960s. These observations support our suggestion that PGAs greater than 0.5&ndash;1<I>g</I> have not occurred at the south Yucca Mountain site for a time period of at least 24&nbsp;k.y. Significant seismic events that substantially modify the outcrops and produce associated rubble fields may therefore occur on longer time scales.</p>
]]></description>
<dc:creator><![CDATA[Stirling, M., Ledgerwood, J., Liu, T., Apted, M.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:11 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080359</dc:identifier>
<dc:title><![CDATA[Age of Unstable Bedrock Landforms Southwest of Yucca Mountain, Nevada, and Implications for Past Ground Motions [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>86</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>74</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/87?rss=1">
<title><![CDATA[Application of Generalized Pareto Distribution to Constrain Uncertainty in Peak Ground Accelerations [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/87?rss=1</link>
<description><![CDATA[
<p>Probabilistic seismic hazard analysis (PSHA) has become standard practice to characterize earthquake ground-motion hazard and to develop ground-motion inputs for seismic design and performance analyses. One emerging issue is the application of PSHA at low annual exceedance probabilities, particularly the characterization of scatter (aleatory variability) in the recorded ground-motion parameters, including peak ground acceleration (PGA). Lognormal distributions are commonly used to model ground-motion variability. However, a lognormal distribution, when unbounded, can yield a nonzero probability for unrealistically high ground-motion values. In this article, we evaluate the appropriateness of the lognormal assumption for low-probability ground motions by examining the tail behavior of the PGA recordings from the Pacific Earthquake Engineering Research&ndash;Next Generation Attenuation of Ground Motions (PEER NGA) database and the PGA residuals using Abrahamson&ndash;Silva NGA ground-motion relations. Our analyses show that the tail portion of the PGA and the residual data do not always follow a lognormal distribution and are instead often better characterized by the generalized Pareto distribution (GPD). We propose using a composite distribution model (CDM) that consists of a lognormal distribution (up to a threshold value of ground-motion residual) combined with GPD for the tail region. We demonstrate implications of the CDM in PSHA using a simple example and GPD parameters derived from the residual fit. Our results show that, at low annual exceedance probabilities, the CDM yields considerably lower PGA values than the unbounded lognormal distribution. It also produces smoother hazard curves than truncated lognormal distributions because the PGA increases asymptotically with a decreasing probability level. The presented approach is readily adapted to spectral accelerations and other ground-motion parameters.</p>
]]></description>
<dc:creator><![CDATA[Huyse, L., Chen, R., Stamatakos, J. A.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080265</dc:identifier>
<dc:title><![CDATA[Application of Generalized Pareto Distribution to Constrain Uncertainty in Peak Ground Accelerations [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>101</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>87</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/102?rss=1">
<title><![CDATA[Inelastic Seismic Demand of Real versus Simulated Ground-Motion Records for Cascadia Subduction Earthquakes [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/102?rss=1</link>
<description><![CDATA[
<p>Nonlinear dynamic analysis of structures requires strong ground motion time histories (accelerograms) as input. The inherent scarcity of recorded ground motions for specific conditions (magnitude, distance, region, and site) makes utilization of alternatives unavoidable; such alternatives include simulated records and modified real records. There are many simulation methods available, but there is often a preference to using stochastic simulation methods, if justifiable, due to the ease with which many records can be simulated in a generic way. However, there are concerns that such simulated records may not produce similar nonlinear response in structures as real records (or modified real records) due to the lack of realistic phasing and other record characteristics, including peaks and troughs effects and response spectral shape effects. This study investigates peak nonlinear responses of inelastic single-degree-of-freedom systems with different hysteretic characteristics subjected to sets of stochastically simulated records, lightly modified real records, and scaled-real records; the former two of which were proposed by <cross-ref type="bib" refid="rf1">Atkinson and Macias (2009)</cross-ref> as representative of expected ground motions for Cascadia subduction earthquakes of <b>M</b> 8.5 at Vancouver, Victoria, and Seattle.</p>
<p>We conclude that (1)&nbsp;the peak nonlinear responses due to the modified records and the scaled-real records are similar if the peaks and troughs effects and response spectral shape effects are taken into account adequately in the choice of scaling factors for the real records; and (2)&nbsp;the peak nonlinear responses due to the simulated and modified records are similar. These findings, though obtained based on limited sets of ground-motion records, are in agreement with previous studies and highlight the need for judicious choices in cases involving the scaling of records. The results also suggest that stochastically simulated records may be an appropriate way to capture overall response potential for both linear and nonlinear structural systems, at least over a range of periods from 0.1 to 2&nbsp;sec.</p>
]]></description>
<dc:creator><![CDATA[Atkinson, G. M., Goda, K.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090023</dc:identifier>
<dc:title><![CDATA[Inelastic Seismic Demand of Real versus Simulated Ground-Motion Records for Cascadia Subduction Earthquakes [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>115</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>102</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/116?rss=1">
<title><![CDATA[Ground-Motion Simulations of the 2004 Mw 6.4 Les Saintes, Guadeloupe, Earthquake Using Ten Smaller Events [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/116?rss=1</link>
<description><![CDATA[
<p>The validity and the stability of a ground-motion simulation method based on the recordings of a single small event as an empirical Green&rsquo;s function (EGF) is tested on a seismic crisis that occurred 25&nbsp;km offshore of the Guadeloupe Islands (Caribbean arc). We aim to determine if (1)&nbsp;the method enables us to reproduce the observed ground motion, (2)&nbsp;the choice of the small event taken as an EGF is crucial for the simulations, and (3)&nbsp;the method provides valuable results compared with ground-motion prediction equations (GMPEs). We have successively used the recordings of 10 small earthquakes (<I>M</I><SUB>w</SUB>&nbsp;4.2&ndash;5.1) to simulate the ground motions generated by the mainshock (<I>M</I><SUB>w</SUB>&nbsp;6.4), at 12 accelerometric stations. We first determined the moment and focal mechanisms of the 10 events chosen as an EGF, as well as the stress-drop ratio <I>C</I> between each of these events and the mainshock. Then, we simulated 500 accelerograms for each EGF and each station. A good reproduction of the mainshock response spectra, the peak ground acceleration, and the duration of the signal was obtained using 9 out of 10 EGFs. For stations with site effects, the results obtained are much closer to the real data than values given by the GMPEs on sediment sites. In the case of blind predictive simulation, we propose to calibrate the stress-drop ratio <I>C</I> through a comparison between the simulated response spectra on rock site stations and the values predicted by GMPEs.</p>
]]></description>
<dc:creator><![CDATA[Courboulex, F., Converset, J., Balestra, J., Delouis, B.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080372</dc:identifier>
<dc:title><![CDATA[Ground-Motion Simulations of the 2004 Mw 6.4 Les Saintes, Guadeloupe, Earthquake Using Ten Smaller Events [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>130</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>116</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/131?rss=1">
<title><![CDATA[Dynamic Rupture Models for the Southern San Andreas Fault [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/131?rss=1</link>
<description><![CDATA[
<p>Dynamic rupture, and resultant ground motions up to 0.25&nbsp;Hz, are simulated for an <I>M</I><SUB>w</SUB>&nbsp;7.6 earthquake on the southern San Andreas fault. Spontaneous rupture is modeled with slip-weakening friction, and 3D viscoelastic wave solutions are computed with a support-operator numerical method. The initial traction model is derived from inversions of the <I>M</I><SUB>w</SUB>&nbsp;7.3 1992 Landers strong ground-motion records, and borrows heavily from that used for the TeraShake2 simulations by <cross-ref type="bib" refid="rf33">Olsen <I>et&nbsp;al.</I> (2008)</cross-ref>. Heterogeneity in the traction model leads to focusing of the rupture front, and the focusing produces cases of supershear rupture velocity in asperities (areas of high initial traction), as well as cases of high peak slip rate and cohesive zone contraction in antiasperities. Separate solutions are computed for version 3.0 and 4.0, respectively, of the Southern California Earthquake Center Community Velocity Model (SCEC-CVM). We also compare the case of a flat ground surface (a common simplification made for finite-difference simulations) to the case of the ground surface conformed to regional topography. The overall distribution of simulated ground motion intensity is consistent with that derived from the empirical model of <cross-ref type="bib" refid="rf8">Campbell and Bozorgnia (2008)</cross-ref>, in the sense that the bulk of simulated pseudospectral velocity (PSV) values are within the 68% confidence intervals of the empirical model. Simulated PSVs corresponding to low probability in the empirical model are principally associated with basin wave-guide and directivity effects. An important example, first identified by the TeraShake1 simulations (<cross-ref type="bib" refid="rf32">Olsen <I>et&nbsp;al.</I>, 2006</cross-ref>), is the stronger than expected ground motions at the site of Montebello due to a basin wave-guide effect. We find that this effect is lessened for version 4.0 of the SCEC-CVM, relative to version 3.0, due to a shallower model for the Chino basin.</p>
]]></description>
<dc:creator><![CDATA[Ely, G. P., Day, S. M., Minster, J.-B.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090187</dc:identifier>
<dc:title><![CDATA[Dynamic Rupture Models for the Southern San Andreas Fault [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>150</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>131</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/151?rss=1">
<title><![CDATA[Nonlinear Soil Response of a Borehole Station Based on One-Dimensional Inversion during the 2005 Fukuoka Prefecture Western Offshore Earthquake [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/151?rss=1</link>
<description><![CDATA[
<p>The objective of this article is to present the nonlinear response of a soft sedimentary site based on a one-dimensional inversion by a genetic algorithm of the shear-wave velocity structure and damping factors of a borehole soil column during the 2005 Fukuoka Prefecture Western Offshore earthquake. First, we confirm that, according to the source rupture mechanism, the major and minor axes in the horizontal plane at the borehole station are the transverse and radial directions, respectively. Then, in order to corroborate in the linear domain the <I>S</I>-wave transfer function of the borehole&rsquo;s logging, we perform time-dependent spectral ratios analyses on small aftershocks. Finally, we show qualitative evidence of nonlinearity during the mainshock associated with a significant shift toward low frequencies of several resonant modes, and we evaluate the degree of nonlinearity by inverting the shear-wave velocity structure and damping factors. Because of a directional effect present only in the major axis around 8&nbsp;Hz, which prevents the use of the conventional objective function that minimizes the integrated residuals between observed and theoretical ratios, we introduce a simple objective function that depends only on peaks&rsquo; frequency and amplitude. The efficiency of the objective function and the robustness of the inversion are shown by performing eight independent inversions converging to very similar minima.</p>
]]></description>
<dc:creator><![CDATA[De Martin, F., Kawase, H., Modaressi-Farahmand Razavi, A.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090125</dc:identifier>
<dc:title><![CDATA[Nonlinear Soil Response of a Borehole Station Based on One-Dimensional Inversion during the 2005 Fukuoka Prefecture Western Offshore Earthquake [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>171</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>151</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/172?rss=1">
<title><![CDATA[Defining a Standard Rock Site: Propositions Based on the KiK-net Database [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/172?rss=1</link>
<description><![CDATA[
<p>Site-over-reference techniques are commonly used to characterize site effects. In these techniques, the choice of reference site significantly affects the amplification estimates. Hence, a clear definition of a standard reference rock site is necessary. The present article tests various standard rock site definitions using the KiK-net Japanese database. Two parameters, the mean shear-wave velocity over the first 30&nbsp;m (<I>V</I><SUB><I>S</I>30</SUB>) and the fundamental resonance frequency (<I>f</I><SUB>0</SUB>), are used to define a standard rock site. The variability of the shear-wave velocity profiles and of the estimated rock site response for five different categories, defined according to <I>V</I><SUB><I>S</I>30</SUB> and <I>f</I><SUB>0</SUB> values, are derived and compared. It is shown that the criterion commonly used in building codes establishing a lower limit of <I>V</I><SUB><I>S</I>30</SUB> (of about 800 m/sec for rock or soft rock categories) groups a wide variety of shear-wave velocity profiles and a corresponding wide variety in site amplification. A more restrictive, twin criterion, combining (lower) limits on the <I>V</I><SUB><I>S</I>30</SUB> and <I>f</I><SUB>0</SUB> values, significantly reduces the variability in terms of amplification and the amplified frequency band of the rock response. This criterion is thus proposed as a definition of a standard rock site, and its practical applicability is discussed.</p>
]]></description>
<dc:creator><![CDATA[Cadet, H., Bard, P.-Y., Rodriguez-Marek, A.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090078</dc:identifier>
<dc:title><![CDATA[Defining a Standard Rock Site: Propositions Based on the KiK-net Database [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>195</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>172</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/196?rss=1">
<title><![CDATA[The Spectral Decay Parameter Kappa in Northeastern Sonora, Mexico [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/196?rss=1</link>
<description><![CDATA[
<p>We calculated the spectral decay parameter (<I></I>) in the southern Basin and Range province, using records from earthquakes located near the Pit&aacute;ycachi fault. We found that for a given distance and recording site the values of <I></I> vary considerably, possibly as a result of the lateral heterogeneity of the crust. Individual values of <I></I> do not show a clear trend with magnitude, nor with the average values of <I></I>. The average values of <I></I> tend to increase with distance up to about 70&ndash;80&nbsp;km and then to decrease between 80 and 100&nbsp;km, suggesting higher <I>S</I>-wave attenuation at shallow depths and lower attenuation for deeper paths. We analyzed the possible dependence of <I></I> on earthquake size by determining empirical curves that describe the behavior of <I></I> with distance and magnitude. Our results indicate that <I></I> is independent of earthquake size within the magnitude range (<I>M</I>&lt;3.5) of the events analyzed. The nonparametric curves also provided site-specific estimates of <I></I> near the surface (<I></I><SUB>0</SUB>) for the stations and groups of stations analyzed. We found that the average <I></I><SUB>0</SUB> value of 0.04&nbsp;sec in northeastern Sonora is similar to values of <I></I><SUB>0</SUB> reported in other regions. We conclude that <I></I><SUB>0</SUB> depends not only on the rock type but also on the degree of fracturing and erosion of the rocks near the recording site.</p>
]]></description>
<dc:creator><![CDATA[Fernandez, A. I., Castro, R. R., Huerta, C. I.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090049</dc:identifier>
<dc:title><![CDATA[The Spectral Decay Parameter Kappa in Northeastern Sonora, Mexico [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>206</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>196</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/207?rss=1">
<title><![CDATA[Distribution of Seismic Velocities and Attenuation in the Crust beneath the North Anatolian Fault (Turkey) from Local Earthquake Tomography [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/207?rss=1</link>
<description><![CDATA[
<p>We investigate the crustal structure beneath the western part of the North Anatolian fault zone (NAFZ), an area where at least five damaging earthquakes occurred during the twentieth century. This study is based on local earthquake tomography using the data from aftershocks of the Izmit event (17 August 1999, <I>M</I> 7.4) recorded by stations of permanent and temporary networks. We derive the distribution of <I>V</I><SUB><I>P</I></SUB>, <I>V</I><SUB><I>S</I></SUB>, and the <I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB> ratio based on the iterative inversion for both <I>V</I><SUB><I>P</I></SUB>-<I>V</I><SUB><I>S</I></SUB> and <I>V</I><SUB><I>P</I></SUB>-<I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB> using the LOTOS code. Innovatively, in this study we perform an inversion for frequency-dependent <I>S</I>-wave attenuation (1/<I>Q</I><SUB><I>S</I></SUB>). The reliability of the results is assessed through synthetic tests. The distributions of the resulting seismic parameters (<I>V</I><SUB><I>P</I></SUB>, <I>V</I><SUB><I>S</I></SUB>, <I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB>, and <I>Q</I><SUB><I>S</I></SUB>) highlight important geodynamical features in the study area. The low-velocity and high-attenuation patterns mostly correlate with the fracturing zones of the NAFZ. Low velocities are also observed beneath the main sedimentary basins (e.g., Adapazari, D&uuml;zce, and Kuzuluk). High-velocity and low-attenuation patterns correlate with blocks presumed to be rigid (Kocaeli, Armutlu, and Almacik blocks). The rupture traces of the largest earthquakes in this area pass generally in the transition areas between high and low velocities, while moderate and weak seismicity is mostly concentrated in low-velocity areas. Based on these results we propose and discuss the role that the Almacik block could have played in producing the largest earthquakes in the study area in the twentieth century.</p>
]]></description>
<dc:creator><![CDATA[Koulakov, I., Bindi, D., Parolai, S., Grosser, H., Milkereit, C.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090105</dc:identifier>
<dc:title><![CDATA[Distribution of Seismic Velocities and Attenuation in the Crust beneath the North Anatolian Fault (Turkey) from Local Earthquake Tomography [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>224</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>207</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/225?rss=1">
<title><![CDATA[A California Statewide Three-Dimensional Seismic Velocity Model from Both Absolute and Differential Times [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/225?rss=1</link>
<description><![CDATA[
<p>We obtain a seismic velocity model of the California crust and uppermost mantle using a regional-scale double-difference tomography algorithm. We begin by using absolute arrival-time picks to solve for a coarse three-dimensional (3D) <I>P</I> velocity (<I>V</I><SUB><I>P</I></SUB>) model with a uniform 30&nbsp;km horizontal node spacing, which we then use as the starting model for a finer-scale inversion using double-difference tomography applied to absolute and differential pick times. For computational reasons, we split the state into 5 subregions with a grid spacing of 10 to 20&nbsp;km and assemble our final statewide <I>V</I><SUB><I>P</I></SUB> model by stitching together these local models. We also solve for a statewide <I>S</I>-wave model using <I>S</I> picks from both the Southern California Seismic Network and USArray, assuming a starting model based on the <I>V</I><SUB><I>P</I></SUB> results and a <I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB> ratio of 1.732. Our new model has improved areal coverage compared with previous models, extending 570&nbsp;km in the SW&ndash;NE direction and 1320&nbsp;km in the NW&ndash;SE direction. It also extends to greater depth due to the inclusion of substantial data at large epicentral distances. Our <I>V</I><SUB><I>P</I></SUB> model generally agrees with previous separate regional models for northern and southern California, but we also observe some new features, such as high-velocity anomalies at shallow depths in the Klamath Mountains and Mount Shasta area, somewhat slow velocities in the northern Coast Ranges, and slow anomalies beneath the Sierra Nevada at midcrustal and greater depths. This model can be applied to a variety of regional-scale studies in California, such as developing a unified statewide earthquake location catalog and performing regional waveform modeling.</p>
]]></description>
<dc:creator><![CDATA[Lin, G., Thurber, C. H., Zhang, H., Hauksson, E., Shearer, P. M., Waldhauser, F., Brocher, T. M., Hardebeck, J.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090028</dc:identifier>
<dc:title><![CDATA[A California Statewide Three-Dimensional Seismic Velocity Model from Both Absolute and Differential Times [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>240</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>225</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/241?rss=1">
<title><![CDATA[Macroseismic Interpretation of the 1812 Earthquakes in Venezuela Using Intensity Uncertainties and A Priori Fault-Strike Information [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/241?rss=1</link>
<description><![CDATA[
<p>We applied the <cross-ref type="bib" refid="rf8">Bakun and Wentworth (1997)</cross-ref> method to the 26 March 1812 Venezuelan earthquake. Previous studies have shown that it had at least two large subevents, one associated with the Bocon&oacute; fault and an intensity center between Barquisimeto and San Felipe, the other associated with the San Sebasti&aacute;n fault near Caracas. We used the method with two modifications. First, we introduced intensity intervals to account for the uncertainties associated with historical information. Second, we incorporated a correction that considers the fault&rsquo;s strike, but not its actual position. These modifications were tested with three earthquakes: the 1989 Loma Prieta; a 1980 <I>M</I><SUB>w</SUB>&nbsp;5.2 event in T&aacute;chira, Venezuela; and the 1967 earthquake in Caracas, <I>M</I><SUB>w</SUB>&nbsp;6.6. The third one was important for the interpretation of the 1812 Caracas subevent. For the Barquisimeto&ndash;San Felipe subevent we obtained <I>M</I><SUB>WI</SUB>&nbsp;7.4&plusmn;0.35, and an intensity center 10.20&deg;&nbsp;N, 69.95&deg;&nbsp;W that lies between Barquisimeto and San Felipe. Our preferred rupture length was between 90 and 100&nbsp;km. The Caracas subevent had <I>M</I><SUB>WI</SUB>&nbsp;7.1&plusmn;0.33, with an intensity center 10.60&deg;&nbsp;N, 67.10&deg;&nbsp;W, close to the Venezuelan north coast. The expected rupture length was on the order of 70&nbsp;km.</p>
]]></description>
<dc:creator><![CDATA[Choy, J. E., Palme, C., Guada, C., Morandi, M., Klarica, S.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080345</dc:identifier>
<dc:title><![CDATA[Macroseismic Interpretation of the 1812 Earthquakes in Venezuela Using Intensity Uncertainties and A Priori Fault-Strike Information [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>255</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>241</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/256?rss=1">
<title><![CDATA[Rupture Process of the 2008 Iwate-Miyagi Nairiku, Japan, Earthquake Derived from Near-Source Strong-Motion Records [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/256?rss=1</link>
<description><![CDATA[
<p>We derive the rupture process of the 2008 Iwate&ndash;Miyagi Nairiku, Japan, earthquake (<I>M</I><SUB>JMA</SUB>&nbsp;7.2), during which the largest ground acceleration to date, namely, 4022 cm/sec<sup>2</sup>, was recorded at a hanging-wall station, IWTH25 station of KiK-net, just above the hypocenter. Velocity waveform data (0.1&ndash;1&nbsp;Hz) at 14 strong-motion stations of K-NET and KiK-net, including the borehole records of IWTH25, are inverted using the multi-time-window linear waveform inversion method. We assume a horizontally layered velocity structure model having low-velocity subsurface layers for each station in order to calculate the Green&rsquo;s functions. The waveform inversion indicates that there are two major slip patches. One patch extends from the hypocenter to the southern shallower part of the fault. A particularly large slip area in this patch is centered approximately 8&nbsp;km to the south of the hypocenter with a maximum slip of 6.2&nbsp;m, the area ruptured between 4 and 9&nbsp;sec after the initial break. The other patch with smaller slip is located in the northern part, which broke after the rupture of the southern slip patch. The initial 0&ndash;4&nbsp;sec rupture occurred beneath IWTH25, contributing to the synthesis of a distinctive upward velocity pulse at this station. Examination of the slip contribution to the synthetic velocity waveforms and comparison of the isochrones with the slip distribution suggest that a peak acceleration greater than 4000 cm/sec<sup>2</sup> observed at IWTH25 was generated from the area that is closest to the hypocenter in the southern particularly large slip area.</p>
]]></description>
<dc:creator><![CDATA[Suzuki, W., Aoi, S., Sekiguchi, H.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090043</dc:identifier>
<dc:title><![CDATA[Rupture Process of the 2008 Iwate-Miyagi Nairiku, Japan, Earthquake Derived from Near-Source Strong-Motion Records [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>266</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>256</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/267?rss=1">
<title><![CDATA[Rupture Process of the 1999 Mw 7.1 Duzce Earthquake from Joint Analysis of SPOT, GPS, InSAR, Strong-Motion, and Teleseismic Data: A Supershear Rupture with Variable Rupture Velocity [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/267?rss=1</link>
<description><![CDATA[
<p>We analyze the rupture process of the 1999 <I>M</I><SUB>w</SUB>&nbsp;7.1 Duzce earthquake using seismological, remote sensing, and geodetic data. Ground deformation measured from the subpixel cross correlation of Satellite Pour l'Observation de la Terre (SPOT) images reveals a 55&nbsp;km long fault trace and smooth surface-slip distribution peaking at 3.5&ndash;4&nbsp;m. The westernmost segment overlaps for over 10&nbsp;km with ruptures from the <I>M</I><SUB>w</SUB>&nbsp;7.4 Izmit earthquake. The 15&nbsp;km long easternmost segment, which cuts across mountainous topography, had not been reported previously. We determine a well-constrained source model using a four-segment fault geometry using constraints on surface fault slip and inverting Global Positioning System and Interferometric Synthetic Aperture Radar data along with strong-motion records. Our results show that some variability of the rupture velocity and an eastward supershear velocity are required to fit the strong-motion data. The rise time, up to 6&nbsp;sec, correlates with cumulative slip, suggesting a sliding velocity of about 1 m/sec. The source model predicts teleseismic waveforms well, although early by 2&nbsp;sec. This time shift is probably due to the weak beginning of the earthquake that is not observable at teleseismic distances. Strong-motion records are relatively well predicted from a source model derived from the teleseismic data using the fault geometry derived from the satellite images. This study demonstrates the benefit of using accurate fault geometries to determine finite-fault source models.</p>
]]></description>
<dc:creator><![CDATA[Konca, A. O., Leprince, S., Avouac, J.-P., Helmberger, D. V.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090072</dc:identifier>
<dc:title><![CDATA[Rupture Process of the 1999 Mw 7.1 Duzce Earthquake from Joint Analysis of SPOT, GPS, InSAR, Strong-Motion, and Teleseismic Data: A Supershear Rupture with Variable Rupture Velocity [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>288</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>267</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/289?rss=1">
<title><![CDATA[Source Rupture Plane Determination from Directivity Doppler Effect for Small Earthquakes Recorded by Local Networks [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/289?rss=1</link>
<description><![CDATA[
<p>Fault plane solutions from first motion polarity of <I>P</I>-waves give two nodal planes among which it is not possible to distinguish the fault plane from the auxiliary one. We found that, for earthquakes recorded by a dense local network, it is possible to identify the rupture direction from the Doppler effect produced by directivity. This principle was successfully applied, using three different simple techniques (direct inspection and time and frequency domains analyses), to one <I>M</I><SUB><I>L</I></SUB>&nbsp;3.6 and six smaller (1.2&le;<I>M</I><SUB><I>L</I></SUB>&le;2.0) well-recorded earthquakes from northern Baja California, Mexico. The results indicate activity in faults conjugate to those currently mapped in this region.</p>
]]></description>
<dc:creator><![CDATA[Frez, J., Nava, F. A., Acosta, J.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090139</dc:identifier>
<dc:title><![CDATA[Source Rupture Plane Determination from Directivity Doppler Effect for Small Earthquakes Recorded by Local Networks [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>297</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>289</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/298?rss=1">
<title><![CDATA[Asperity and Barriers of the 2004 Mid-Niigata Prefecture Earthquake Revealed by Highly Dense Seismic Observations [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/298?rss=1</link>
<description><![CDATA[
<p>A highly resolved velocity structure on the mainshock fault of the 2004 Mid-Niigata prefecture earthquake was elucidated using arrival times from aftershocks observed by an extremely dense network of temporary seismic stations. We evaluated the spatial relationship between the velocity structure and distributions of the slip, stress change, and aftershocks. Distributions of static stress drop on the fault were calculated from a kinematic slip model, incorporating the 3D crustal structure. A high-velocity body with low aftershock activity was in proximity to the mainshock hypocenter and extended to the northeast side of the fault. This high-velocity body roughly coincided with an asperity, where the amounts of coseismic slip and static stress drop were larger than those in the surrounding areas. In contrast, a zone of negative stress drop was observed on the shallow periphery of the high-velocity body, where the sediment thickness steeply increased southwestward and the aftershock activity was high. We suggest that the structural heterogeneities of the host rocks surrounding the fault damaged zone have significant potentials to control dynamic rupture processes of the mainshock fault.</p>
]]></description>
<dc:creator><![CDATA[Kato, A., Miyatake, T., Hirata, N.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090218</dc:identifier>
<dc:title><![CDATA[Asperity and Barriers of the 2004 Mid-Niigata Prefecture Earthquake Revealed by Highly Dense Seismic Observations [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>306</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>298</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/307?rss=1">
<title><![CDATA[Do Strike-Slip Faults of Molise, Central-Southern Italy, Really Release a High Stress? [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/307?rss=1</link>
<description><![CDATA[
<p>The 31 October and 1 November 2002 Molise earthquakes (both <I>M</I><SUB>w</SUB>&nbsp;5.7) were caused by right-lateral slip between 12 and 20&nbsp;km depth. These earthquakes are the result of large-scale reactivation of preexisting, left-lateral, regionally extended east&ndash;west structures of Mesozoic age. Although recorded ground motions were generally smaller than expected for typical Italian earthquakes, a recent paper attributes a stress drop as high as 180&nbsp;bars to the Molise earthquakes. We remark that a high stress drop is in contrast both with the relatively long source duration inferred in previous investigations and with geodetic evidence for a significantly smaller fault slip compared with other Apennine earthquakes having similarly large rupture area (e.g., 1997 Umbria&ndash;Marche earthquakes).</p>
<p>We analyzed both ground acceleration spectra of the mainshocks and single-station spectral ratios of broadband seismograms in an extended magnitude range (2.7&le;<I>M</I><SUB>w</SUB>&le;5.7). Our results show that neither the spectral amplitudes of recorded ground motions nor the spectral ratios can be fit by a high stress-drop source. Instead we find that the observations are consistent with a low stress drop, our best estimates ranging between 6 and 25&nbsp;bars, in agreement with the relatively long source duration and small coseismic slip.</p>
<p>We interpret the low stress of the 2002 Molise earthquakes in terms of lower energy release mechanisms due to the reutilization of faults reactivated opposite to their original sense of slip.</p>
]]></description>
<dc:creator><![CDATA[Calderoni, G., Rovelli, A., Milana, G., Valensise, G.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090046</dc:identifier>
<dc:title><![CDATA[Do Strike-Slip Faults of Molise, Central-Southern Italy, Really Release a High Stress? [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>324</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>307</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/325?rss=1">
<title><![CDATA[Seismic Slip Deficit in the Southwestern Forearc of the Hellenic Subduction Zone [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/325?rss=1</link>
<description><![CDATA[
<p>The seismic coupling and the spatiotemporal distribution of seismicity on the presumed rupture surface of the 365&nbsp;A.D. <I>M</I><SUB>w</SUB> 8.3&plusmn;0.2 Crete event at the shallow plate contact of the Hellenic subduction zone (HSZ) southwest of Crete is investigated. The maximum cumulative average seismic slip (<I>U</I><SUB>seis</SUB>) on the rupture surface is estimated for different time periods using historic and instrumental seismicity catalogs and utilizing a formula that incorporates empirical relations linking rupture area and average slip of an event to its moment magnitude (<I>M</I><SUB>w</SUB>). Events above the completeness magnitude of the catalog are incorporated by summation while events below are taken account of by integrating over the extrapolated frequency&ndash;magnitude distribution using a truncated Gutenberg&ndash;Richter relation.</p>
<p>Estimates of <I>U</I><SUB>seis</SUB> for the time intervals 0&ndash;1999, 1500&ndash;1999, and 1964&ndash;2006 using historic and instrumental catalogs suggest a considerable seismic slip deficit when compared with the total slip expected from the temporal extrapolation of geodetic measurements. This suggests a recent weakly coupled plate contact and a total slip predominantly accommodated aseismically despite the 365&nbsp;A.D. event. High seismic activity up to magnitudes of about <I>M</I><SUB>w</SUB>&nbsp;6 is found accompanying the aseismic slip at the plate contact.</p>
<p>Investigations of the seismicity distribution hint at a spatial variability of the seismic energy release in the western forearc of the HSZ. Activity in the proximity of the 365&nbsp;A.D. epicenter is observed to be an order of magnitude larger than toward the northwest between Crete and Peloponnese. This spatiotemporal variability of the seismic energy release and seismic coupling suggests that subregions of the plate contact undergo alternating periods of locking followed by intermediate magnitude events and aseismic sliding. Thus, the behavior of significant portions of the plate contact southwest of Crete may be described as conditionally stable.</p>
]]></description>
<dc:creator><![CDATA[Becker, D., Meier, T.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090156</dc:identifier>
<dc:title><![CDATA[Seismic Slip Deficit in the Southwestern Forearc of the Hellenic Subduction Zone [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>342</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>325</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/343?rss=1">
<title><![CDATA[A New Look at Evidence for a Wadati-Benioff Zone and Active Convergence at the North Panama Deformed Belt [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/343?rss=1</link>
<description><![CDATA[
<p>The nature of the northern boundary of the Panama microplate, often referred to as the north Panama deformed belt (NPDB), has been the subject of much speculation. Previous studies have used a variety of data, including teleseismic, gravity, bathymetric, marine magnetic, and field studies of uplift and tsunami deposits, as well as modified Mercalli intensity distributions from historic earthquakes to reveal the nature of the NPDB. Data have been collected for over 30&nbsp;yrs and yet the character of the NPDB remains unclear. Current analyses and interpretation provide a number of mutually exclusive options and much controversy. In this article we examine local and regional seismicity combined with teleseismic observations and historic earthquake data to present an alternative analysis for the NPDB. Using small earthquakes recorded by a local network we image a well-defined Wadati&ndash;Benioff zone dipping southward beneath the Panama microplate. These data provide new evidence regarding the nature of Panama microplate&ndash;Caribbean plate boundary kinematics and demonstrate the existence of an active subduction zone. A more complete understanding of the nature of the seismicity and plate interactions along the NPDB offshore Panama, including a subduction zone capable of producing earthquakes of <I>M</I>&gt;7, should be included in future earthquake hazard assessments.</p>
]]></description>
<dc:creator><![CDATA[Camacho, E., Hutton, W., Pacheco, J. F.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090204</dc:identifier>
<dc:title><![CDATA[A New Look at Evidence for a Wadati-Benioff Zone and Active Convergence at the North Panama Deformed Belt [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>348</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>343</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/349?rss=1">
<title><![CDATA[Bayesian Inference on Earthquake Size Distribution: A Case Study in Italy [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/349?rss=1</link>
<description><![CDATA[
<p>This article is focused on the study of earthquake size statistical distribution by using Bayesian inference. The strategy consists in the definition of an <I>a priori</I> distribution based on instrumental seismicity and modeled as a power-law distribution. By using the observed historical data, the power law is then modified in order to obtain the posterior distribution. The aim of this article is to define the earthquake size distribution using all the seismic database available (i.e., instrumental and historical catalogs) and a robust statistical technique. We apply this methodology to the Italian seismicity, dividing the territory in source zones as done for the seismic hazard assessment, taken here as a reference model. The results suggest that each area has its own peculiar trend: while the power law is able to capture the mean aspect of the earthquake size distribution, the posterior emphasizes different slopes in different areas. Our results are in general agreement with the ones used in the seismic hazard assessment in Italy. However, there are areas in which a flattening in the curve is shown, meaning a significant departure from the power-law behavior and implying that there are some local aspects that a power-law distribution is not able to capture.</p>
]]></description>
<dc:creator><![CDATA[Faenza, L., Meletti, C., Sandri, L.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090054</dc:identifier>
<dc:title><![CDATA[Bayesian Inference on Earthquake Size Distribution: A Case Study in Italy [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>363</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>349</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/364?rss=1">
<title><![CDATA[Aftershock Characteristics as a Means of Discriminating Explosions from Earthquakes [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/364?rss=1</link>
<description><![CDATA[
<p>The behavior of aftershock sequences around the Nevada Test Site (NTS) in the southern Great Basin is characterized as a potential discriminant between explosions and earthquakes. The aftershock model designed by <cross-ref type="bib" refid="rf22">Reasenberg and Jones (1989</cross-ref>, <cross-ref type="bib" refid="rf23">1994)</cross-ref> allows for a probabilistic statement of earthquakelike aftershock behavior at any time after the mainshock. We use this model to define two types of aftershock discriminants. The first defines <I>M</I><SUB><I>X</I></SUB>, or the minimum magnitude of an aftershock expected within a given duration after the mainshock with probability <I>X</I>. Of the 67 earthquakes with <I>M</I>&gt;4 in the study region, 63 of them produce an aftershock greater than <I>M</I><SUB>99</SUB> within the first 7&nbsp;days after a mainshock. This is contrasted with only six of 93 explosions with <I>M</I>&gt;4 that produce an aftershock greater than <I>M</I><SUB>99</SUB> for the same period. If the aftershock magnitude threshold is lowered and the <I>M</I><SUB>90</SUB> criteria is used, then no explosions produce an aftershock greater than <I>M</I><SUB>90</SUB> for durations that end more than 17&nbsp;days after the mainshock. The other discriminant defines <I>N</I><SUB><I>X</I></SUB>, or the minimum cumulative number of aftershocks expected for a given time after the mainshock with probability <I>X</I>. Similar to the aftershock magnitude discriminant, five earthquakes do not produce more aftershocks than <I>N</I><SUB>99</SUB> within 7&nbsp;days after the mainshock. However, within the same period, all but one of the explosions produce fewer aftershocks than <I>N</I><SUB>99</SUB>. One explosion is added if the duration is shortened to 2&nbsp;days after the mainshock. The cumulative number aftershock discriminant is more reliable, especially at short durations, but requires a low magnitude of completeness for the given earthquake catalog. These results at NTS are quite promising and should be evaluated at other nuclear test sites to understand the effects of differences in the geologic setting and nuclear testing practices on its performance.</p>
]]></description>
<dc:creator><![CDATA[Ford, S. R., Walter, W. R.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080349</dc:identifier>
<dc:title><![CDATA[Aftershock Characteristics as a Means of Discriminating Explosions from Earthquakes [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>376</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>364</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/377?rss=1">
<title><![CDATA[Unusual Microseisms Seen in the Reelfoot Fault Zone, Northern Tennessee, from a Reflection Experiment [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/377?rss=1</link>
<description><![CDATA[
<p>A swarm of microseisms with ground motions equivalent to earthquakes of <I>M</I><SUB>L</SUB> -1 and smaller was fortuitously detected in 100 of 162, 14 sec-duration long-offset vibroseis shot gathers collected for a seismic reflection experiment near Mooring, Tennessee, directly over the Reelfoot fault zone on the afternoon of 16 November 2006. These natural events show up in the shot gathers as near-vertically incident <I>P</I> waves with a dominant frequency of 8&ndash;10&nbsp;Hz and probably occurred at depths of greater than 10&nbsp;km. The inferred seismicity rate of 250&ndash;1000 events per hour is 2&ndash;3 orders of magnitude higher than the background seismicity rate for the New Madrid seismic zone. This detection of microseismic swarms in the Reelfoot fault zone indicates active physical processes that may be similar to nonvolcanic tremor seen in the Cascadia and San Andreas fault zones and merits long-term monitoring to understand its source.</p>
]]></description>
<dc:creator><![CDATA[Langston, C. A., Rieger, D. M., Magnani, M. B.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090117</dc:identifier>
<dc:title><![CDATA[Unusual Microseisms Seen in the Reelfoot Fault Zone, Northern Tennessee, from a Reflection Experiment [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>383</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>377</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/384?rss=1">
<title><![CDATA[Source Fault of the 2007 Chuetsu-oki, Japan, Earthquake [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/384?rss=1</link>
<description><![CDATA[
<p>The 2007 Chuetsu-oki, Japan, earthquake is the world&rsquo;s first major earthquake upon a source fault that extends beneath a nuclear power plant and is also characterized by difficulty determining the source fault plane. Centroid Moment Tensor solutions indicate an <I>M</I><SUB>w</SUB>&nbsp;6.6 reverse-faulting crustal earthquake with conjugate fault planes dipping to the northwest and southeast. Early results of aftershock locations suggest that either northwest-dipping plane or southeast-dipping plane can be the source fault plane of this earthquake. We carried out source inversions and empirical Green&rsquo;s function simulations of observed seismograms; however, they resulted in similar waveform residuals for the two fault planes. We then determined the relative locations of earthquake asperities to the hypocenter using travel-time differences of strong-motion pulses and relocated the aftershocks observed by ocean bottom seismometers deployed in the source region. These results imply that slips mainly occurred on the southeast-dipping fault plane. This implication was later confirmed by results of reflection surveys. During the earthquake, the Kashiwazaki-Kariwa nuclear power plant experienced stronger ground motions than those anticipated at the time of design. The ground motions consist of three seismic pulses that correspond to three asperities. The first and second pulses arose from rupture propagation to the plant, while the compact asperity on the distant southeast-dipping fault plane and its <I>S</I>-wave radiation pattern are responsible for the significant third pulse.</p>
]]></description>
<dc:creator><![CDATA[Miyake, H., Koketsu, K., Hikima, K., Shinohara, M., Kanazawa, T.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090126</dc:identifier>
<dc:title><![CDATA[Source Fault of the 2007 Chuetsu-oki, Japan, Earthquake [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>391</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>384</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/392?rss=1">
<title><![CDATA[A Study of Ambient Noise over an Onshore Oil Field in Abu Dhabi, United Arab Emirates [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/392?rss=1</link>
<description><![CDATA[
<p>The characteristics of ambient noise over an onshore oil field in Abu Dhabi, United Arab Emirates, have been investigated using arrays of three-component broadband seismometers by means of spectral amplitude and array wavenumber analysis within a frequency range of 0.1&ndash;10&nbsp;Hz. The experiment was conducted to better understand the characteristics and origins of microseism (0.15&ndash;0.4&nbsp;Hz) and microtremor (about 2.0&ndash;3.0&nbsp;Hz) signals that have been reported as being a hydrocarbon indicator above several reservoirs in the region. The results of this study indicate that the long-period double-frequency peaks of microseism signals are generated by oceanic storms in the Arabian Sea as confirmed by data acquired throughout the impact of Cyclone Gonu on the coast of Oman. The study demonstrates that a narrowband of microtremor signals has no clear correlation with the recorded microseism signals. Cyclical daily and weekly variations in the spectral amplitudes of the signals clearly correlate with human activity. The results of this study, therefore, indicate that in this location the microseism and microtremor signals are not related to the presence of hydrocarbons in the subsurface but may be attributed to meteorological and anthropogenic effects, respectively.</p>
]]></description>
<dc:creator><![CDATA[Ali, M. Y., Berteussen, K. A., Small, J., Barkat, B.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090131</dc:identifier>
<dc:title><![CDATA[A Study of Ambient Noise over an Onshore Oil Field in Abu Dhabi, United Arab Emirates [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>401</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>392</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/100/1/402?rss=1">
<title><![CDATA[Comment on "The October 2005 Georgian Bay, Canada, Earthquake Sequence: Mafic Dykes and Their Role in the Mechanical Heterogeneity of Precambrian Crust" by S. Dineva, D. Eaton, S. Ma, and R. Mereu [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/100/1/402?rss=1</link>
<description><![CDATA[
<p>It has been proposed (<cross-ref type="bib" refid="rf1">Dineva <I>et&nbsp;al.</I>, 2007</cross-ref>) that the location of upper to midcrustal earthquakes in the Canadian Precambrian shield is related to rheological differences between mafic dykes and country rock. We show that this hypothesis is critically dependent on assumed lithology, strain rate, and temperature, and consequently is not established with any level of confidence. Furthermore, it appears to lack self-consistency because it postulates earthquakes to occur in the ductile regime.</p>
]]></description>
<dc:creator><![CDATA[Ranalli, G., Lamontagne, M.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080313</dc:identifier>
<dc:title><![CDATA[Comment on "The October 2005 Georgian Bay, Canada, Earthquake Sequence: Mafic Dykes and Their Role in the Mechanical Heterogeneity of Precambrian Crust" by S. Dineva, D. Eaton, S. Ma, and R. Mereu [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>405</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>402</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/100/1/406?rss=1">
<title><![CDATA[Reply to "Comment on 'The October 2005 Georgian Bay, Canada, Earthquake Sequence: Mafic Dykes and Their Role in the Mechanical Heterogeneity of Precambrian Crust' by S. Dineva, D. Eaton, S. Ma, and R. Mereu" by G. Ranalli and M. Lamontagne [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/100/1/406?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Dineva, S., Eaton, D. W.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090100</dc:identifier>
<dc:title><![CDATA[Reply to "Comment on 'The October 2005 Georgian Bay, Canada, Earthquake Sequence: Mafic Dykes and Their Role in the Mechanical Heterogeneity of Precambrian Crust' by S. Dineva, D. Eaton, S. Ma, and R. Mereu" by G. Ranalli and M. Lamontagne [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>407</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>406</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/100/1/408?rss=1">
<title><![CDATA[Comment on "An Upper Bound on Rg to Lg Scattering Using Modal Energy Conservation" by Jeffry L. Stevens, Heming Xu, and G. Eli Baker [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/100/1/408?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Patton, H. J., Gupta, I. N.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090109</dc:identifier>
<dc:title><![CDATA[Comment on "An Upper Bound on Rg to Lg Scattering Using Modal Energy Conservation" by Jeffry L. Stevens, Heming Xu, and G. Eli Baker [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>415</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>408</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/100/1/416?rss=1">
<title><![CDATA[Reply to "Comment on 'An Upper Bound on Rg to Lg Scattering Using Modal Energy Conservation' by Jeffry L. Stevens, Heming Xu, and G. Eli Baker" by Howard Patton and Indra N. Gupta [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/100/1/416?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Stevens, J. L., Xu, H., Baker, G. E.]]></dc:creator>
<dc:date>Wed, 27 Jan 2010 15:49:12 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090174</dc:identifier>
<dc:title><![CDATA[Reply to "Comment on 'An Upper Bound on Rg to Lg Scattering Using Modal Energy Conservation' by Jeffry L. Stevens, Heming Xu, and G. Eli Baker" by Howard Patton and Indra N. Gupta [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>1</prism:number>
<prism:volume>100</prism:volume>
<prism:endingPage>421</prism:endingPage>
<prism:publicationDate>2010-02-01</prism:publicationDate>
<prism:startingPage>416</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3097?rss=1">
<title><![CDATA[Linear and Nonlinear Relations between Relative Plate Velocity and Seismicity [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3097?rss=1</link>
<description><![CDATA[
<p>Relationships between relative plate velocity and seismicity differ by plate-boundary class. We test the null hypothesis of linearity of earthquake rates with velocity in each of seven classes. A linear relationship is expected if earthquake rate is proportional to seismic moment rate, which is proportional to relative plate velocity. To reduce bias by aftershocks and swarms, we estimate independence probabilities of earthquakes and use them as weights. We assign shallow earthquakes to boundary steps and classes, then sort boundary steps within each class by velocity and plot cumulative earthquakes against cumulative model moment rate. We use two measures of nonlinearity and 10<sup>4</sup> stochastic simulations to assess significance. In subduction zones the relationship between seismicity and velocity is nonlinear with 99.9% confidence. Slower subduction at &lt;66 mm/a (producing 35% of tectonic moment under the null hypothesis) produces only 20% of subduction earthquakes. Continental convergent boundaries display similar nonlinearity (<I>P</I>&lt;0.001 for the null hypothesis). Ocean spreading ridges show seismicity decreasing with velocity. Oceanic transform faults and oceanic convergent boundaries show marginal nonlinearity (<I>P</I>&lt;0.01; <I>P</I>&lt;0.05). Continental rifts and continental transform faults follow the null hypothesis. Three effects may contribute to velocity dependence in subduction: (1)&nbsp;the brittle/ductile transition at a critical temperature is advected deeper by faster underthrusting; (2)&nbsp;subducted sediment is viscous, so lower stresses in slower boundaries discourage earthquakes; (3)&nbsp;pore pressures increase with velocity, encouraging frictional failure. Mechanism (1) has only minor effects on earthquake productivity, but mechanisms (2) and (3) could be important.</p>
]]></description>
<dc:creator><![CDATA[Bird, P., Kagan, Y. Y., Jackson, D. D., Schoenberg, F. P., Werner, M. J.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:40 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090082</dc:identifier>
<dc:title><![CDATA[Linear and Nonlinear Relations between Relative Plate Velocity and Seismicity [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3113</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3097</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3114?rss=1">
<title><![CDATA[Correlations of Seismicity Patterns in Southern California with Surface Heat Flow Data [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3114?rss=1</link>
<description><![CDATA[
<p>We investigate the relations between properties of seismicity patterns in southern California and the surface heat flow using a relocated earthquake catalog. We first search for earthquake sequences that are well separated in time and space from other seismicity and then determine the epidemic type aftershock sequence (ETAS) model parameters for the sequences with a sufficient number of events. We focus on the productivity parameter <I></I> of the ETAS model that quantifies the relative efficiency of an earthquake with magnitude <I>M</I> to produce aftershocks. By stacking sequences with relatively small and relatively large <I></I> values separately, we observed clear differences between the two groups. Sequences with a smaller <I></I> have a relatively large number of foreshocks and relatively small number of aftershocks. In contrast, more typical sequences with larger <I></I> have relatively few foreshocks and larger number of aftershocks. The stacked premainshock activity for the more typical latter sequences has a clear increase in the day before the occurrence of the main event. The spatial distribution of the <I></I> values correlates well with the surface heat flow: areas of high heat flow are characterized by relatively small <I></I>, indicating that in such regions the swarm-type earthquake activity is more common. Our results are compatible with a damage rheology model that predicts swarm-type seismic activity in areas with relatively high heat flow and more typical foreshock&ndash;mainshock&ndash;aftershock sequences in regions with normal or low surface heat flow. The high variability of <I></I> in regions with either high or low heat flow values indicates that at local scales additional factors (e.g., fluid content and rock type) may influence the seismicity generation process.</p>
]]></description>
<dc:creator><![CDATA[Enescu, B., Hainzl, S., Ben-Zion, Y.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:40 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080038</dc:identifier>
<dc:title><![CDATA[Correlations of Seismicity Patterns in Southern California with Surface Heat Flow Data [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3123</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3114</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3124?rss=1">
<title><![CDATA[Block Modeling with Connected Fault-Network Geometries and a Linear Elastic Coupling Estimator in Spherical Coordinates [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3124?rss=1</link>
<description><![CDATA[
<p>Geodetic observations of interseismic deformation provide constraints on the partitioning of fault slip across plate boundary zones, the spatial distribution of both elastic and inelastic strain accumulation, and the nature of the fault system evolution. Here we describe linear block theory, which decomposes surface velocity fields into four components: (1)&nbsp;plate rotations, (2)&nbsp;elastic deformation from faults with kinematically consistent slip rates, (3)&nbsp;elastic deformation from faults with spatially variable coupling, and (4)&nbsp;homogeneous intrablock strain. Elastic deformation rates are computed for each fault segment in a homogeneous elastic half-space using multiple optimal planar Cartesian coordinate systems to minimize areal distortion and triangular dislocation elements to accurately represent complex fault system geometry. Block motions, fault-slip rates, elastic coupling, and internal block strain rates are determined simultaneously using a linear estimator with constraints from both geodetically determined velocity fields and geologic fault-slip rate estimates. We also introduce algorithms for efficiently implementing alternative fault-network geometries to quantify parameter sensitivity to nonlinear perturbations in model geometry.</p>
]]></description>
<dc:creator><![CDATA[Meade, B. J., Loveless, J. P.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:40 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090088</dc:identifier>
<dc:title><![CDATA[Block Modeling with Connected Fault-Network Geometries and a Linear Elastic Coupling Estimator in Spherical Coordinates [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3139</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3124</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3140?rss=1">
<title><![CDATA[Test of Seismic Hazard Map from 500 Years of Recorded Intensity Data in Japan [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3140?rss=1</link>
<description><![CDATA[
<p>Maximum seismic intensity maps for Japan are constructed using the recorded intensity data from 1498 to 2007 and are used to test the probabilistic seismic hazard map (PSHM) by the Headquarters for Earthquake Research Promotion, Japan. The historical intensity maps are compared with the hazard maps of probable maximum seismic intensity for a 475-yr return period, assuming a Poisson distribution (10% in 50&nbsp;yrs). We look at cases that include all events, only subduction zone earthquakes, and all events excluding subduction zone earthquakes. The megathrust earthquakes in the subduction zones produce large bands of high intensities along the Pacific coast side, while onshore crustal earthquakes create a patchy distribution of large intensities over all of Japan. The maximum recorded intensity map for the past 500&nbsp;yrs and the maximum predicted intensity map for the <f><inline-fig>
<link locator="3140eq1"></inline-fig></f> return period from the PSHM are very similar for the cases including all events and the subduction zone earthquakes, while there is poor correlation for the third category that includes mostly onshore crustal earthquakes. If we consider only the amount of area, not the specific locations, the recorded intensity map and the PSHM (using the maximum case) have a high degree of correlation for Japanese Meteorological Agency (JMA) intensity higher than 4 for all of the cases. Statistically, the present hazard maps for Japan seem to agree with the past intensity distributions and can be regarded as appropriate hazard maps, even though there may be strong dependencies on uncertain model parameters for the PSHMs.</p>
]]></description>
<dc:creator><![CDATA[Miyazawa, M., Mori, J.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:40 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080262</dc:identifier>
<dc:title><![CDATA[Test of Seismic Hazard Map from 500 Years of Recorded Intensity Data in Japan [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3149</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3140</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3150?rss=1">
<title><![CDATA[A Physics-Based Simulation of the 2003 Tokachi-oki, Japan, Earthquake to Predict Strong Ground Motions [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3150?rss=1</link>
<description><![CDATA[
<p>We demonstrate the usefulness of physics-based integrated simulation of subduction earthquakes for making strong-motion predictions in a deterministic way. We estimated strong ground motions caused by a 2003 Tokachi-oki-like earthquake, taking into account the stress accumulation due to tectonic loading, dynamic rupture propagation due to the failure of asperities, and generation of strong ground motions. Then we compared the synthetic seismograms with those observed during the 2003 Tokachi-oki earthquake (<I>M</I> 8.0) to confirm that simple but physically reasonable modeling can obtain a reasonable estimate of ground motions of large earthquakes in view of peak ground velocities, duration, and velocity response spectra. It should be emphasized that this procedure is quite important to constructing a physics-based earthquake generation model that would be available for the prediction of strong ground motions and mitigation of disasters due to future large earthquakes. And this feature will not be achieved by traditional experience-based kinematic modeling approaches. Of course, this simulation includes quite a few uncertain parameters, but the parameter search experiment itself will help us construct useful scenarios of possible disasters we will suffer in the future. Hypocenter location is one of the most uncertain parameters in this simulation. We investigated the effect of uncertainty of hypocenter location on the computed strong motions quantitatively. The result shows that the variation in response spectra of ground velocities is within a factor of 2 at 3.3&nbsp;sec and a factor of 4 at 15&nbsp;sec, which is not serious compared to the local site amplification effects.</p>
]]></description>
<dc:creator><![CDATA[Fukuyama, E., Ando, R., Hashimoto, C., Aoi, S., Matsu'ura, M.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:40 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080040</dc:identifier>
<dc:title><![CDATA[A Physics-Based Simulation of the 2003 Tokachi-oki, Japan, Earthquake to Predict Strong Ground Motions [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3171</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3150</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3172?rss=1">
<title><![CDATA[Assessment of Point-Source Stochastic Simulations Using Recently Derived Ground-Motion Prediction Equations [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3172?rss=1</link>
<description><![CDATA[
<p>The simplicity of the point-source stochastic simulation method makes it one of the most appealing tools for the quantification of ground motions for seismic hazard related studies. In this article, we scrutinize the limitations of this technique in terms of fundamental geophysical model parameters. To achieve this objective, we use the estimations of recent Next Generation Attenuation (NGA) and European empirical ground-motion models that are based on global strong-motion databases. The generated synthetics account for the local nonlinear soil effects through 1D site-response analysis. Thus, apart from our major objective, we also derive a probability-based soil-profile model that considers the random variation of shear-wave slowness as a function of depth. We discuss the critical variations of dynamic material properties, such as shear modulus and material damping, during the site-response analysis. We generate a total of 6000 synthetic records with a magnitude range of 5.0&le;<I>M</I><SUB>w</SUB>&le;7.5 and source-to-site distances (<I>d</I>) less than 100&nbsp;km. The site class of the synthetics is defined by the average shear-wave velocity of the upper 30&nbsp;m soil profile (<I>V</I><SUB><I>S</I>30</SUB>), with <I>V</I><SUB><I>S</I>30</SUB> values ranging between 180 m/sec and 1500 m/sec. Our analysis indicates that synthetics that are generated using <I>R</I><SUB>hyp</SUB> (hypocentral distance) as the reference distance metric may fail to describe compatible variations of ground-motion demands with respect to global ground-motion prediction equations (GMPEs), particularly for small-magnitude and short-distance recordings. The performance of synthetics for these latter cases can be improved if one uses <I>R</I><SUB>rup</SUB> (shortest distance from the fault rupture). Our inspections on the frequency-domain behavior of synthetics reveal that they can be reliably used in spectral calculations for periods up to 20&nbsp;sec. Within the context of this article, we also present a simple baseline correction method to obtain reliable ground displacements from the synthetics that are subjected to site-response analysis.</p>
]]></description>
<dc:creator><![CDATA[Akkar, S., Yenier, E.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080353</dc:identifier>
<dc:title><![CDATA[Assessment of Point-Source Stochastic Simulations Using Recently Derived Ground-Motion Prediction Equations [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3191</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3172</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3192?rss=1">
<title><![CDATA[A Guide to Differences between Stochastic Point-Source and Stochastic Finite-Fault Simulations [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3192?rss=1</link>
<description><![CDATA[
<p>Why do stochastic point-source and finite-fault simulation models not agree on the predicted ground motions for moderate earthquakes at large distances? This question was posed by Ken Campbell, who attempted to reproduce the <cross-ref type="bib" refid="rf7">Atkinson and Boore (2006)</cross-ref> ground-motion prediction equations for eastern North America using the stochastic point-source program SMSIM (<cross-ref type="bib" refid="rf17">Boore, 2005</cross-ref>) in place of the finite-source stochastic program EXSIM (<cross-ref type="bib" refid="rf30">Motazedian and Atkinson, 2005</cross-ref>) that was used by <cross-ref type="bib" refid="rf7">Atkinson and Boore (2006)</cross-ref> in their model. His comparisons suggested that a higher stress drop is needed in the context of SMSIM to produce an average match, at larger distances, with the model predictions of <cross-ref type="bib" refid="rf7">Atkinson and Boore (2006)</cross-ref> based on EXSIM; this is so even for moderate magnitudes, which should be well-represented by a point-source model. Why?</p>
<p>The answer to this question is rooted in significant differences between point-source and finite-source stochastic simulation methodologies, specifically as implemented in SMSIM (<cross-ref type="bib" refid="rf17">Boore, 2005</cross-ref>) and EXSIM (<cross-ref type="bib" refid="rf30">Motazedian and Atkinson, 2005</cross-ref>) to date. Point-source and finite-fault methodologies differ in general in several important ways: (1)&nbsp;the geometry of the source; (2)&nbsp;the definition and application of duration; and (3)&nbsp;the normalization of finite-source subsource summations. Furthermore, the specific implementation of the methods may differ in their details. The purpose of this article is to provide a brief overview of these differences, their origins, and implications. This sets the stage for a more detailed companion article, "Comparing Stochastic Point-Source and Finite-Source Ground-Motion Simulations: SMSIM and EXSIM," in which <cross-ref type="bib" refid="rf18">Boore (2009)</cross-ref> provides modifications and improvements in the implementations of both programs that narrow the gap and result in closer agreement. These issues are important because both SMSIM and EXSIM have been widely used in the development of ground-motion prediction equations and in modeling the parameters that control observed ground motions.</p>
]]></description>
<dc:creator><![CDATA[Atkinson, G. M., Assatourians, K., Boore, D. M., Campbell, K., Motazedian, D.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090058</dc:identifier>
<dc:title><![CDATA[A Guide to Differences between Stochastic Point-Source and Stochastic Finite-Fault Simulations [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3201</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3192</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3202?rss=1">
<title><![CDATA[Comparing Stochastic Point-Source and Finite-Source Ground-Motion Simulations: SMSIM and EXSIM [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3202?rss=1</link>
<description><![CDATA[
<p>Comparisons of ground motions from two widely used point-source and finite-source ground-motion simulation programs (SMSIM and EXSIM) show that the following simple modifications in EXSIM will produce agreement in the motions from a small earthquake at a large distance for the two programs: (1)&nbsp;base the scaling of high frequencies on the integral of the squared Fourier acceleration spectrum; (2)&nbsp;do not truncate the time series from each subfault; (3)&nbsp;use the inverse of the subfault corner frequency for the duration of motions from each subfault; and (4)&nbsp;use a filter function to boost spectral amplitudes at frequencies near and less than the subfault corner frequencies. In addition, for SMSIM an effective distance is defined that accounts for geometrical spreading and anelastic attenuation from various parts of a finite fault. With these modifications, the Fourier and response spectra from SMSIM and EXSIM are similar to one another, even close to a large earthquake (<b>M</b>&nbsp;7), when the motions are averaged over a random distribution of hypocenters. The modifications to EXSIM remove most of the differences in the Fourier spectra from simulations using pulsing and static subfaults; they also essentially eliminate any dependence of the EXSIM simulations on the number of subfaults. Simulations with the revised programs suggest that the results of <cross-ref type="bib" refid="rf4">Atkinson and Boore (2006)</cross-ref>, computed using an average stress parameter of 140&nbsp;bars and the original version of EXSIM, are consistent with the revised EXSIM with a stress parameter near 250&nbsp;bars.</p>
]]></description>
<dc:creator><![CDATA[Boore, D. M.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090056</dc:identifier>
<dc:title><![CDATA[Comparing Stochastic Point-Source and Finite-Source Ground-Motion Simulations: SMSIM and EXSIM [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3216</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3202</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3217?rss=1">
<title><![CDATA[Empirical Equations for the Prediction of the Significant, Bracketed, and Uniform Duration of Earthquake Ground Motion [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3217?rss=1</link>
<description><![CDATA[
<p>The complete characterization of earthquake ground motion includes the length of the interval of strong shaking as well as the amplitude and frequency content of the time series. There are relatively few published equations available for the prediction of strong-motion duration from earthquakes, which may in part be a consequence of the fact that the duration of shaking has generally not been considered in structural engineering. Recognizing that there are many applications for which an estimate of the duration of ground motion is needed, this study presents new empirical predictive equations for a number of definitions of strong-motion duration using the records from the Next Generation of Attenuation (NGA) global database of accelerograms from shallow crustal earthquakes. The equations can be used to estimate ground-motion durations from shallow crustal earthquakes of magnitude between <I>M</I><SUB>w</SUB>&nbsp;4.8 and 7.9 at distances up to 100&nbsp;km from the source.</p>
]]></description>
<dc:creator><![CDATA[Bommer, J. J., Stafford, P. J., Alarcon, J. E.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080298</dc:identifier>
<dc:title><![CDATA[Empirical Equations for the Prediction of the Significant, Bracketed, and Uniform Duration of Earthquake Ground Motion [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3233</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3217</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3234?rss=1">
<title><![CDATA[Model Selection in Seismic Hazard Analysis: An Information-Theoretic Perspective [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3234?rss=1</link>
<description><![CDATA[
<p>Although the methodological framework of probabilistic seismic hazard analysis is well established, the selection of models to predict the ground motion at the sites of interest remains a major challenge. Information theory provides a powerful theoretical framework that can guide this selection process in a consistent way. From an information-theoretic perspective, the appropriateness of models can be expressed in terms of their relative information loss (Kullback&ndash;Leibler distance) and hence in physically meaningful units (bits). In contrast to hypothesis testing, information-theoretic model selection does not require <I>ad hoc</I> decisions regarding significance levels nor does it require the models to be mutually exclusive and collectively exhaustive. The key ingredient, the Kullback&ndash;Leibler distance, can be estimated from the statistical expectation of log-likelihoods of observations for the models under consideration. In the present study, data-driven ground-motion model selection based on Kullback&ndash;Leibler-distance differences is illustrated for a set of simulated observations of response spectra and macroseismic intensities. Information theory allows for a unified treatment of both quantities. The application of Kullback&ndash;Leibler-distance based model selection to real data using the model generating data set for the <cross-ref type="bib" refid="rf1">Abrahamson and Silva (1997)</cross-ref> ground-motion model demonstrates the superior performance of the information-theoretic perspective in comparison to earlier attempts at data-driven model selection (e.g., <cross-ref type="bib" refid="rf35">Scherbaum <I>et&nbsp;al.</I>, 2004</cross-ref>).</p>
]]></description>
<dc:creator><![CDATA[Scherbaum, F., Delavaud, E., Riggelsen, C.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080347</dc:identifier>
<dc:title><![CDATA[Model Selection in Seismic Hazard Analysis: An Information-Theoretic Perspective [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3247</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3234</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3248?rss=1">
<title><![CDATA[Information-Theoretic Selection of Ground-Motion Prediction Equations for Seismic Hazard Analysis: An Applicability Study Using Californian Data [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3248?rss=1</link>
<description><![CDATA[
<p>Considering the increasing number and complexity of ground-motion prediction equations available for seismic hazard assessment, there is a definite need for an efficient, quantitative, and robust method to select and rank these models for a particular region of interest. In a recent article, <cross-ref type="bib" refid="rf50">Scherbaum <I>et&nbsp;al.</I> (2009)</cross-ref> have suggested an information-theoretic approach for this purpose that overcomes several shortcomings of earlier attempts at using data-driven ground-motion prediction equation selection procedures. The results of their theoretical study provides evidence that in addition to observed response spectra, macroseismic intensity data might be useful for model selection and ranking. We present here an applicability study for this approach using response spectra and macroseismic intensities from eight Californian earthquakes. A total of 17 ground-motion prediction equations, from different regions, for response spectra, combined with the equation of <cross-ref type="bib" refid="rf11">Atkinson and Kaka (2007)</cross-ref> for macroseismic intensities are tested for their relative performance. The resulting data-driven rankings show that the models that best estimate ground motion in California are, as one would expect, Californian and western U.S. models, while some European models also perform fairly well. Moreover, the model performance appears to be strongly dependent on both distance and frequency. The relative information of intensity versus response spectral data is also explored. The strong correlation we obtain between intensity-based rankings and spectral-based ones demonstrates the great potential of macroseismic intensities data for model selection in the context of seismic hazard assessment.</p>
]]></description>
<dc:creator><![CDATA[Delavaud, E., Scherbaum, F., Kuehn, N., Riggelsen, C.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090055</dc:identifier>
<dc:title><![CDATA[Information-Theoretic Selection of Ground-Motion Prediction Equations for Seismic Hazard Analysis: An Applicability Study Using Californian Data [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3263</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3248</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3264?rss=1">
<title><![CDATA[Statistical Features of Short-Period and Long-Period Near-Source Ground Motions [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3264?rss=1</link>
<description><![CDATA[
<p>This study collects recorded ground motions from the near-source region of large earthquakes and considers to what extent this historic record can inform expectations of future ground motions at similar sites. The distribution of observed peak ground acceleration (PGA) is well approximated by the lognormal distribution, and we expect the observed distribution to remain unchanged with the addition of data from future earthquakes. However, the distribution of peak ground displacements (PGD) will likely change after a well-recorded large earthquake. Specifically we expect future observations of PGD greater than those previously recorded. We use seismic scaling relations to motivate the expected distribution of PGD as uniform on the logarithmic scale, or at least fat-tailed. Because PGA does not scale with fault rupture area or slip on the fault, there are no such scaling relations to predict the observed distribution of PGA. The observed records show that there is essentially no correlation between PGD and PGA for near-source ground motions from large events. The large uncertainty in a future value of PGD in the near-source region of a large earthquake exists despite the ability of Earth scientists to accurately model long-period ground motions. In contrast, the relative certainty in a future value of PGA exists despite the inability to model short-period ground motions reliably. The stability of the observed distribution of PGA with respect to new ground-motion records enables us to predict the distribution of future PGA and to calculate the probability of exceeding the largest recorded PGA.</p>
]]></description>
<dc:creator><![CDATA[Yamada, M., Olsen, A. H., Heaton, T. H.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090067</dc:identifier>
<dc:title><![CDATA[Statistical Features of Short-Period and Long-Period Near-Source Ground Motions [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3274</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3264</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3275?rss=1">
<title><![CDATA[A Quantitative Basis for Strong-Motion Instrumentation Specifications [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3275?rss=1</link>
<description><![CDATA[
<p>A quantitative basis for key strong-motion instrumentation specifications is established by analyzing signal distortions and errors associated with data acquisition processes and then performing sensitivity analyses with respect to important parameters. The digital acquisition of 30 digitally enhanced earthquake histories is simulated to gain insight into how specific sources of error, namely clock jitter, randomness in initial sampling instant, and differential nonlinearity, accumulate and influence overall data quality. Sensitivity analyses with respect to several measures of shaking-strength (an engineer&rsquo;s intensity measure) such as instrumental intensity, peak ground acceleration, peak ground velocity, and peak response spectral pseudoaccelerations are performed. Results from these studies are used to assess potential updates to current strong-motion instrumentation specifications of major strong-motion instrumentation programs. The simulations and analyses detailed here are also groundwork for future sensitivity studies of structural response parameters of peak floor acceleration and peak interstory drift.</p>
]]></description>
<dc:creator><![CDATA[Skolnik, D. A., Nigbor, R. L., Wallace, J. W.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080370</dc:identifier>
<dc:title><![CDATA[A Quantitative Basis for Strong-Motion Instrumentation Specifications [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3283</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3275</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3284?rss=1">
<title><![CDATA[Seismic Demand Estimation of Inelastic SDOF Systems for Earthquakes in Japan [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3284?rss=1</link>
<description><![CDATA[
<p>An accurate estimation of the maximum inelastic displacement of a structure under seismic excitations is essential to quantitative seismic risk assessment. The seismic performance of existing structures can be evaluated by utilizing inelastic single-degree-of-freedom (SDOF) systems and carrying out nonlinear dynamic analysis. This article develops a probabilistic model of the peak ductility demand of inelastic SDOF systems with various hysteretic characteristics using comprehensive sets of strong ground-motion records observed in Japan. The use of a large database facilitates the systematic investigation of the effects of earthquake type, record selection criteria, seismological parameters, and seismic region on the inelastic seismic demand. Nonlinear dynamic analysis of inelastic SDOF systems is carried out for statistical analysis and probabilistic modeling of the peak inelastic seismic demand. Analysis results indicate that the inelastic seismic demand depends on earthquake type, selection criteria, and seismological parameters to some degree. The most notable differences in inelastic seismic demands are observed for interface records at short vibration periods in comparison with crustal and inslab records; the differences can be explained by different response spectral shapes of the datasets. The inelastic seismic demand for the California crustal records is greater than that for the Japanese crustal records at short vibration periods, whereas the demands are comparable at long vibration periods. The peak ductility demand can be modeled as a Frechet variate, and empirical equations for calculating its statistics are developed, which achieve simplicity and sufficiency in probabilistic seismic risk analysis.</p>
]]></description>
<dc:creator><![CDATA[Goda, K., Atkinson, G. M.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090107</dc:identifier>
<dc:title><![CDATA[Seismic Demand Estimation of Inelastic SDOF Systems for Earthquakes in Japan [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3299</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3284</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3300?rss=1">
<title><![CDATA[Characteristics of Body-Wave Attenuations in the Bhuj Crust [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3300?rss=1</link>
<description><![CDATA[
<p>The frequency-dependent attenuations of <I>P</I> and <I>S</I> waves in the crust beneath Bhuj are estimated using the extended coda-normalization method for varying the exponent, <I></I>, in the geometrical spreading function, <I>r</I><sup><I></I></sup> (<I>r</I> is the hypocentral distance). The analysis is based on the measurement of 378 aftershocks of the 2001 Bhuj earthquake (<I>M</I><SUB>w</SUB>&nbsp;7.6). The events were recorded by six stations of the network in the frequency range of 1&ndash;24&nbsp;Hz. The values of <f><inline-fig>
<link locator="3300eq1"></inline-fig></f> and <f><inline-fig>
<link locator="3300eq2"></inline-fig></f>, corresponding to spectral amplitude decays, show strong frequency dependence and are expressed as (0.052&plusmn;0.019)<I>f</I><sup>-(1.1&plusmn;0.06)</sup> and (0.02&plusmn;0.01)<I>f</I><sup>-(1.0&plusmn;0.04)</sup>, respectively, when <I></I> is fixed at unity. The ratio <f><inline-fig>
<link locator="3300eq3"></inline-fig></f> is found to be larger than unity for the whole frequency range. A model of random heterogeneity characterized by an exponential autocorrelation function with a root mean square fractional fluctuation <I></I> of 6%&ndash;8%, a correlation length <I>a</I> of 0.4&ndash;1.2&nbsp;km, and <I></I><sup>2</sup>/<I>a</I>10<sup>-2</sup>&ndash;10<sup>-3</sup> km for the frequency range from 1 to 24&nbsp;Hz can simulate the observed attenuation properties. This suggests that a scattering model well reproduce the frequency-dependent characteristics of <f><inline-fig>
<link locator="3300eq4"></inline-fig></f> and <f><inline-fig>
<link locator="3300eq5"></inline-fig></f> obtained in Bhuj.</p>
]]></description>
<dc:creator><![CDATA[Padhy, S.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080337</dc:identifier>
<dc:title><![CDATA[Characteristics of Body-Wave Attenuations in the Bhuj Crust [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3313</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3300</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3314?rss=1">
<title><![CDATA[A Simultaneous Multiphase Approach to Determine P-Wave and S-Wave Attenuation of the Crust and Upper Mantle [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3314?rss=1</link>
<description><![CDATA[
<p>We have generalized the methodology of our regional amplitude tomography from the <I>Lg</I> phase to the four primary regional phases (<I>Pn</I>, <I>Pg</I>, <I>Sn</I>, <I>Lg</I>). Differences in the geometrical spreading, source term, site term, and travel paths are accounted for, while event source parameters such as seismic moment are consistent among phases. In the process, we have developed the first comprehensive regional <I>P</I>-wave and <I>S</I>-wave attenuation model of the crust and upper mantle by simultaneously using the amplitudes of four regional phases. When applied to an area encompassing the Middle East, eastern Europe, western Asia, south Asia, and northeast Africa for the 1&ndash;2&nbsp;Hz passband, we find large differences in the attenuation of the lithosphere across the region. The tectonic Tethys collision zone has high attenuation, while stable outlying regions have low attenuation. While crust and mantle <I>Q</I> variations are often consistent, we do find several notable areas where they differ considerably but are appropriate given the region&rsquo;s tectonic history. Lastly, the relative values of <I>Qp</I> and <I>Qs</I> indicate that scattering <I>Q</I> is likely the dominant source of attenuation in the crust at these frequencies.</p>
]]></description>
<dc:creator><![CDATA[Pasyanos, M. E., Walter, W. R., Matzel, E. M.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090061</dc:identifier>
<dc:title><![CDATA[A Simultaneous Multiphase Approach to Determine P-Wave and S-Wave Attenuation of the Crust and Upper Mantle [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3325</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3314</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3326?rss=1">
<title><![CDATA[Simulation of Wave Propagation in a Fluid-Filled Borehole Embedded in a Cracked Medium Using a Coupled BEM/TBEM Formulation [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3326?rss=1</link>
<description><![CDATA[
<p>This article simulates the 3D wave propagation in a fluid-filled borehole, embedded in an elastic medium containing an empty crack, when excited by a sonic tool placed inside the borehole. The crack is assumed to be empty with thickness tending toward zero. The geometry of the cross section of the borehole and the crack are assumed to be constant along the borehole axis, allowing the 3D problem to be solved as a summation of 2D responses for different wavenumbers along the <I>z</I> direction (2.5D formulation). The problem is formulated in the frequency domain using a coupled formulation incorporating the traction boundary element method, capable of modeling thin-body geometries, and the conventional direct boundary element method. In this formulation all singular and hypersingular integrals are computed analytically. This article assesses the influence of the length of the crack, its orientation, and its position in relation to the acoustic well in the wave field recorded inside the borehole.</p>
]]></description>
<dc:creator><![CDATA[Antonio, J., Tadeu, A., Amado Mendes, P.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090047</dc:identifier>
<dc:title><![CDATA[Simulation of Wave Propagation in a Fluid-Filled Borehole Embedded in a Cracked Medium Using a Coupled BEM/TBEM Formulation [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3339</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3326</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3340?rss=1">
<title><![CDATA[An Explicit Method Based on the Implicit Runge-Kutta Algorithm for Solving Wave Equations [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3340?rss=1</link>
<description><![CDATA[
<p>A new explicit differentiator series method based on the implicit Runge&ndash;Kutta method, called the IRK-DSM in brief, is developed for solving wave equations. To develop the new algorithm, we first transform the wave equation, usually described as a partial differential equation (PDE), into a system of first-order ordinary differential equations (ODEs) with respect to time <I>t</I>. Then we use a truncated differentiator series method of the implicit Runge&ndash;Kutta method to solve the semidiscrete ordinary differential equations, while the high-order spatial derivatives included in the ODEs are approximated by the local interpolation method. We analyze the theoretical properties of the IRK-DSM, including the stability criteria for solving the 1D and 2D acoustic-wave equations, numerical dispersion, discretizing error, and computational efficiency when using the IRK-DSM to model acoustic-wave fields. For comparison, we also present the stability criteria and numerical dispersion of the so-called Lax&ndash;Wendroff correction (LWC) methods with the fourth-order and eighth-order accuracies for the 1D case. Promising numerical results show that the IRK-DSM provides a useful tool for large-scale practical problems because it can effectively suppress numerical dispersions and source-noises caused by discretizing the acoustic- and elastic-wave equations when too-coarse grids are used or the models have a large velocity contrast between adjacent layers. Theoretical analysis and numerical modeling also demonstrate that the IRK-DSM, through combining both the implicit Runge&ndash;Kutta scheme with good stability condition and the approximate differentiator series method, is a robust wave-field modeling method.</p>
]]></description>
<dc:creator><![CDATA[Yang, D., Wang, N., Chen, S., Song, G.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080346</dc:identifier>
<dc:title><![CDATA[An Explicit Method Based on the Implicit Runge-Kutta Algorithm for Solving Wave Equations [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3354</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3340</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3355?rss=1">
<title><![CDATA[Structural Heterogeneity in Northeast Japan and Its Implications for the Genesis of the 2004 and 2007 Niigata Earthquakes [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3355?rss=1</link>
<description><![CDATA[
<p>We utilized 188,766 <I>P</I>-wave and 179,328 <I>S</I>-wave high-quality arrival-time data from 14,666 local earthquakes to determine the three-dimensional (3D) seismic velocity (<I>V</I><SUB><I>P</I></SUB>, <I>V</I><SUB><I>S</I></SUB>), <I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB> ratio, crack density (<I></I>), and bulk velocity (<I>V</I><SUB><I></I></SUB>) structures in and around the source areas of the 2004 and 2007 Niigata earthquakes (Japan Meteorological Agency magnitude [<I>M</I><SUB><I>J</I></SUB>]&nbsp;6.8) in Japan in order to understand the generation mechanisms of the Niigata mainshocks. The aftershock hypocenters were relocated by applying the double-difference location method simultaneously with the tomographic inversion, indicating a complicated fault system that includes not only two parallel dominant faults dipping to the northeast but also some conjugate faults crossing the Niigata mainshock hypocenters. In general, high velocity (<I>V</I><SUB><I>P</I></SUB>, <I>V</I><SUB><I>S</I></SUB>) with low <I></I> at 11&nbsp;km depth is visible in the southeastern part of this area in contrast to anomalous low velocity with high crack density in the northwestern part along the Niigata-Kobe tectonic zone (NKTZ). These characteristics of the velocity and crack density are consistent with the spatial distribution of active faults along the NKTZ. The surface geological features that indurated pre-Neogene rock outcrops were observed in the southeastern area, whereas deep sedimentary basins were observed on the opposite side. Low <I>V</I><SUB><I>P</I></SUB> and low <I>V</I><SUB><I>S</I></SUB> zones with high <I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB> anomalies were imaged in and/or under the source areas, showing agreement with those revealed by previous studies. All the features of the velocity and <I>V</I><SUB><I>P</I></SUB>/<I>V</I><SUB><I>S</I></SUB> structures, together with the images of the crack density and bulk velocity, suggest the presence of fluids under the source areas. Such fluids might have weakened the mechanical strength of the fault zone of the source areas, thus triggering the 2004 and 2007 Niigata earthquakes. Our present study, together with other recent tomographic images, reveals that fluids penetrated into the source rocks from the lower crust and uppermost mantle as a result of dehydration of the subducting Pacific slab and thus may play a key role in the genesis of these large crustal earthquakes.</p>
]]></description>
<dc:creator><![CDATA[Wang, Z., Zhao, D., Huang, R., Tang, X., Mishra, O. P.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080281</dc:identifier>
<dc:title><![CDATA[Structural Heterogeneity in Northeast Japan and Its Implications for the Genesis of the 2004 and 2007 Niigata Earthquakes [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3373</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3355</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3374?rss=1">
<title><![CDATA[Rupture Process and Aftershocks Relocation of the 8 June 2008 Mw 6.4 Earthquake in Northwest Peloponnese, Western Greece [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3374?rss=1</link>
<description><![CDATA[
<p>On 8 June 2008 at 12:25 (GMT) an <I>M</I><SUB>w</SUB>&nbsp;6.4 strong earthquake occurred in the area of northwest Peloponnese, western Greece, causing the death of two people and extensive damage to the surrounding area. The main event and its aftershocks were recorded by one nationwide and three regional networks equipped with three-component broadband seismometers. Initial locations of the earthquake sequence comprising 438 aftershocks showed a linear northeast&ndash;southwest trend and that the mainshock was located at 22&nbsp;km depth. After the relocation using catalog and differential travel times, most events form three distinct clusters at depths 15&ndash;25&nbsp;km. Moment tensor solutions for the main event and its largest aftershocks exhibited a pure strike-slip mechanism with one nodal plane orientated northeast&ndash;southwest in accordance with the relocated seismicity. A parallel, nonnegative least-squares inversion technique utilizing multiple-time windows was used to derive the spatiotemporal slip distribution of the main event. The resulting slip distribution model revealed a large slip patch (maximum slip ~150 cm) between 10 and 20&nbsp;km depth at the northeast part of the fault that also coincides with the area that suffered most of the damage. Another patch exhibiting smaller amounts of slip (20&ndash;50&nbsp;cm) is located to the southwest direction at the same depth range, and smaller patches exist at 25&ndash;30&nbsp;km depth. Most aftershocks are located in areas of low slip (&lt;25 cm) filling the regions of slip deficit. The 8 June earthquake occurred at an area where no previous seismological or other observations indicated the existence of a seismogenic fault at that depth and with this strike. This, and the fact that the event nucleated in the middle to lower crust, may be interpreted as the reactivation of a fault structure that was inherited from previous tectonic phases.</p>
]]></description>
<dc:creator><![CDATA[Konstantinou, K. I., Melis, N. S., Lee, S.-J., Evangelidis, C. P., Boukouras, K.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080301</dc:identifier>
<dc:title><![CDATA[Rupture Process and Aftershocks Relocation of the 8 June 2008 Mw 6.4 Earthquake in Northwest Peloponnese, Western Greece [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3389</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3374</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3390?rss=1">
<title><![CDATA[Validation of Teleseismic Inversion of the 2004 Mw 6.3 Les Saintes, Lesser Antilles, Earthquake by 3D Finite-Difference Forward Modeling [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3390?rss=1</link>
<description><![CDATA[
<p>We study the 21 November 2004 <I>M</I><SUB>w</SUB>&nbsp;6.3 Les Saintes earthquake that occurred south of the island of Guadeloupe at a shallow depth, damaging some buildings on the island. The objective of this work is to assess the potential of a teleseismic source study to reproduce local ground motion. The velocity model of this area is not currently well known, and the near-field seismograms are affected by paths and site effects. We first analyze this earthquake as a point source and then as an extended fault using teleseismic broadband waveform inversion approach from the <I>P</I> and <I>SH</I> waveforms at stations well distributed in azimuth. We obtain two stable and reliable solutions of the spatiotemporal history of the earthquake rupture on each nodal plane. The models show a rupture duration of 6 sec and a maximum slip of about 1&nbsp;m but have different locations of the main asperity. We then carry out the forward modeling of the seismic wave propagation at the regional scale, coupled with the obtained kinematic source models taking into account the topography, the bathymetry, and the sea layer. We investigate if one of the fault models could produce synthetics that match the local observed ground motions. The simulation results provide a better understanding of the uncertainty of source, path, and site effects even if our knowledge of the underground geological structure is limited to the 1D stratified model. It is inferred that the 1D model does not seem to be appropriate in the northern direction (middle of Guadeloupe Island) due to the unknown basin structure, while it is relatively sufficient in the eastern and the northwestern directions from the source. By careful comparison of the synthetic and observed displacement seismograms in terms of main phase forms and arrival times at low frequency, especially at the closest station GBGA, the fault model with northeast faulting is estimated to be the more relevant to the measured local ground motions.</p>
]]></description>
<dc:creator><![CDATA[Salichon, J., Lemoine, A., Aochi, H.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080315</dc:identifier>
<dc:title><![CDATA[Validation of Teleseismic Inversion of the 2004 Mw 6.3 Les Saintes, Lesser Antilles, Earthquake by 3D Finite-Difference Forward Modeling [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3401</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3390</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3402?rss=1">
<title><![CDATA[On Mainshock Focal Mechanisms and the Spatial Distribution of Aftershocks [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3402?rss=1</link>
<description><![CDATA[
<p>Despite previous observations that aftershocks lie preferentially along the fault planes of mainshocks, many branching models for earthquake occurrences do not directly incorporate information on the moment tensors of mainshocks in forecasting the spatial distribution of aftershocks, or do so in a very simplistic way using spatial kernels that have not been rigorously tested on earthquake data to date. We revisit the relationship between the mainshock moment tensor and aftershock location, analyzing strike-slip events in southern California. Using data from the Southern California Earthquake Data Center (SCEDC) catalog, we find ample evidence suggesting that the fault plane azimuth of a strike-slip earthquake has the highest concentration of aftershocks, a finding that is consistent with previous efforts. We propose a joint distribution to model the aftershock locations that is parameterized in terms of the distance and relative angle to the aftershocks. This model is compared to previously proposed models based on the normal distribution and the squared cosine function. Using residual analysis and weighted <I>K</I>-function as diagnostic measures, we find that both the normal and squared cosine models suffer from several serious problems and that the joint distribution we propose has features similar to both alternative models but fits much better to southern California earthquake data.</p>
]]></description>
<dc:creator><![CDATA[Wong, K., Schoenberg, F. P.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080371</dc:identifier>
<dc:title><![CDATA[On Mainshock Focal Mechanisms and the Spatial Distribution of Aftershocks [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3412</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3402</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3413?rss=1">
<title><![CDATA[Fault-Plane Determination of the 18 April 2008 Mount Carmel, Illinois, Earthquake by Detecting and Relocating Aftershocks [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3413?rss=1</link>
<description><![CDATA[
<p>We developed a sliding-window cross-correlation (SCC) detection technique and applied the technique to continuous waveforms recorded by the Cooperative New Madrid Seismic Network stations following the 18 April 2008 Illinois earthquake. The technique detected more than 120 aftershocks down to <I>M</I><SUB>L</SUB>&nbsp;1.0 in the 2&nbsp;week time window following the mainshock, which is three times more than the number of aftershocks reported by the seismic network. Most aftershocks happened within 24&nbsp;hrs of the mainshock. We then relocated all events by the double-difference relocation algorithm. Accurate <I>P</I>- and <I>S</I>-wave differential arrival times between events were obtained by waveform cross correlation. After relocation, we used the L1 norm to fit all located events by a plane to determine the mainshock fault plane. The best-fit plane has a strike of 292&deg;&plusmn;11&deg; and dips 81&deg;&plusmn;7&deg; to the northeast. This plane agrees well with the focal mechanism solutions of the mainshock and four largest aftershocks. By combining the aftershock locations and focal mechanism solutions, we conclude that the 18 April earthquake occurred on a nearly vertical left-lateral strike-slip fault orienting in the west-northwest&ndash;east-southeast direction. The fault coincides with the proposed left-stepping Divide accommodation zone in the La Salle deformation belt and indicates reactivation of old deformation zone by contemporary stresses in the Midcontinent.</p>
]]></description>
<dc:creator><![CDATA[Yang, H., Zhu, L., Chu, R.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090038</dc:identifier>
<dc:title><![CDATA[Fault-Plane Determination of the 18 April 2008 Mount Carmel, Illinois, Earthquake by Detecting and Relocating Aftershocks [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3420</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3413</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3421?rss=1">
<title><![CDATA[Multiplet Focal Mechanisms from Polarities and Relative Locations: The Iznajar Swarm in Southern Spain [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3421?rss=1</link>
<description><![CDATA[
<p>In April 1998, a swarm of ~1800 microearthquakes near the village of Iznajar (southern Spain) was recorded at the Granada basin short-period seismic network. Focal mechanisms from local <I>P</I>-wave polarities are poorly constrained and cannot characterize the seismotectonics of the series. Here we combine polarity information and multiplet relocation to address this issue. We use waveform cross correlation on <I>P</I> and <I>S</I> arrivals to identify events with highly similar seismograms, group our detections into multiplet clusters, and invert the cross-correlation time delays to obtain precise relative locations. Relative locations have errors of several tens to a few hundreds of meters horizontally and vertically, and define strike and dip of active fault patches with an accuracy of ~20<sup>&deg;</sup>&ndash;30<sup>&deg;</sup>. We introduce the multiplet fault plane orientations into focal mechanism inversion, now yielding mostly well-constrained solutions, in addition to resolving the nodal plane symmetry. We observe mainly north-south left-lateral strike-slip faulting and a few north-northwest&ndash;south-southeast normal faulting solutions, illustrating the kinematic complexity of the swarm, and pointing to a local deformation style different from the nearby Granada basin.</p>
]]></description>
<dc:creator><![CDATA[Carmona, E., Stich, D., Ibanez, J. M., Saccorotti, G.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090036</dc:identifier>
<dc:title><![CDATA[Multiplet Focal Mechanisms from Polarities and Relative Locations: The Iznajar Swarm in Southern Spain [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3429</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3421</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3430?rss=1">
<title><![CDATA[Estimating Magnitude and Location of Alaskan Earthquakes Using Intensity Data [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3430?rss=1</link>
<description><![CDATA[
<p>I have developed relationships describing the attenuation of Modified Mercalli Intensity (MMI) with distance for three regions of Alaska (south-central, interior, and southeast). The sparse intensity data precluded development of site-specific corrections similar to those determined in other regions of the United States. I tested the intensity attenuation relationships on sets of calibration events, events with well-determined locations and instrumentally determined magnitudes, for south-central and interior Alaska (sufficient events were not available for the southeast region). My comparisons indicate the attenuation relationships gave event intensity centers within 50 to 60&nbsp;km of event epicenters and magnitude estimates within 0.35 to 0.44 magnitude units of instrumentally determined magnitude. I then used these attenuation relationships to analyze historic earthquakes occurring between 1899 and 1965 in the three regions that had poorly determined epicenters and/or magnitudes, including eight events with no previously determined magnitude values. Most intensity centers for earthquakes with poorly known epicenters lay within their estimated epicentral error ellipses. For historic earthquakes with known instrumental magnitudes, magnitude estimated from intensity differed by an average of 0.5 (south-central), 1.0 (interior), and 0.05 (southeast) magnitude units. These results indicate that although intensity data in Alaska are sparse, they can be used to estimate earthquake locations and magnitudes. As additional intensity data become available, the three broad regions of Alaska can be further subdivided to reflect areas of similar geology and stress orientation and new attenuation relationships can be developed. I also anticipate that additional intensity data will allow the development of site-specific corrections to further improve epicentral and magnitude estimates from MMI data.</p>
]]></description>
<dc:creator><![CDATA[Doser, D. I.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090045</dc:identifier>
<dc:title><![CDATA[Estimating Magnitude and Location of Alaskan Earthquakes Using Intensity Data [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3453</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3430</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3454?rss=1">
<title><![CDATA[Estimation of the Breakdown Slip from Strong-Motion Seismograms: Insights from Numerical Experiments [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3454?rss=1</link>
<description><![CDATA[
<p><cross-ref type="bib" refid="rf16">Fukuyama and Mikumo (2007)</cross-ref> presented a method to extract information about the friction controlling earthquake rupture directly from near-field seismograms recorded out to several kilometers from a fault. This method computes a parameter (<f><inline-fig>
<link locator="3454eq1"></inline-fig></f>) approximating the breakdown slip (<I>D</I><SUB><I>c</I></SUB>) from the rake-parallel displacement at the time of the peak particle velocity. The validation of the method was based on simple 2D steady-state Green&rsquo;s functions, an approach lacking sufficient physics of the rupture process to support their conclusions. Here, we use 3D simulations of subshear strike-slip spontaneous rupture propagation to demonstrate that <f><inline-fig>
<link locator="3454eq2"></inline-fig></f> is almost always controlled by rupture and wave propagation effects, rather than the fault friction process. Only if rupture reaches the Earth&rsquo;s surface and within a short distance from the fault (<I>R</I><SUB><I>c</I></SUB>) is it possible to extract information about <I>D</I><SUB><I>c</I></SUB> from strong-motion data, due to the fast decay with distance from the fault of the seismic energy related to the stress breakdown process. Beyond <I>R</I><SUB><I>c</I></SUB>, <f><inline-fig>
<link locator="3454eq3"></inline-fig></f> is controlled by the dynamic stress drop from the earthquake rupture without information about <I>D</I><SUB><I>c</I></SUB>. <I>R</I><SUB><I>c</I></SUB> is comparable to the length of the fault cohesive zone where the breakdown process takes place during rupture and approximately equal to 80% of the wavelength associated with the breakdown frequency, defined as the reciprocal of the time span required by the stress to drop to the dynamic level. Our findings suggest that the <I>D</I><SUB><I>c</I></SUB> estimate by <cross-ref type="bib" refid="rf16">Fukuyama and Mikumo (2007)</cross-ref> for the 2000 <I>M</I><SUB>w</SUB>&nbsp;6.6 Tottori earthquake is unrelated to the breakdown slip. Moreover, the very narrow widths for <I>R</I><SUB><I>c</I></SUB> obtained from our simulations are in agreement with previous studies challenging the resolution of bandlimited strong-motion data to estimate <I>D</I><SUB><I>c</I></SUB> from kinematic-rupture models (<cross-ref type="bib" refid="rf19">Guatteri and Spudich, 2000</cross-ref>; <cross-ref type="bib" refid="rf48">Spudich and Guatteri, 2004</cross-ref>).</p>
]]></description>
<dc:creator><![CDATA[Cruz-Atienza, V. M., Olsen, K. B., Dalguer, L. A.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080330</dc:identifier>
<dc:title><![CDATA[Estimation of the Breakdown Slip from Strong-Motion Seismograms: Insights from Numerical Experiments [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3469</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3454</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3470?rss=1">
<title><![CDATA[Fault Heals Rapidly after Dynamic Weakening [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3470?rss=1</link>
<description><![CDATA[
<p>How rapidly fault strength recovers after an earthquake is an important question for understanding the earthquake generation mechanism in seismic cycles. Here we show in laboratory experiments where a fault weakened dynamically at subseismic slip rates (~85 mm/sec) recovers its frictional strength logarithmically with time and the healing rate of 0.2&ndash;0.3, one order of magnitude greater than those in previous studies. The fault can completely recover its frictional strength to preslip level within one day. We suggest that immediately after an earthquake a slipped fault surface can regain its potential to trigger the next earthquake, which might have important implications for forecasting future large earthquakes.</p>
]]></description>
<dc:creator><![CDATA[Mizoguchi, K., Hirose, T., Shimamoto, T., Fukuyama, E.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080325</dc:identifier>
<dc:title><![CDATA[Fault Heals Rapidly after Dynamic Weakening [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3474</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3470</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3475?rss=1">
<title><![CDATA[Exceptional Ground Motions Recorded during the 26 April 2008 Mw 5.0 Earthquake in Mogul, Nevada [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3475?rss=1</link>
<description><![CDATA[
<p>An unusually shallow swarm of earthquakes in Mogul, a suburb in west Reno, Nevada, started 28 February 2008 and continued for several months. Temporary instruments in the epicentral region constrained event depths and locations and provided onscale recordings of the strong ground motions and supplemented a network of over 21 permanent Advanced National Seismic System (ANSS) strong-motion stations deployed throughout the metropolitan Reno area. By the end of August, the swarm had produced over 200 earthquakes with magnitude (<I>M</I><SUB>L</SUB>) greater than 2.0. The largest earthquake in the sequence occurred at 06:40 UTC on 26 April 2008 (11:40 p.m. on 25 April local time), with magnitude <I>M</I><SUB>L</SUB> 4.7, <I>M</I><SUB>w</SUB> 5.0, and a hypocentral depth of about 3.1&nbsp;km.</p>
<p>In the <I>M</I><SUB>w</SUB> 5.0 mainshock, mean-horizontal peak ground acceleration exceeded 0.6<I>g</I> at three stations. The strongest peak vector acceleration was 1164 cm/sec<sup>2</sup>, or about 1.19<I>g</I>, at the station MOGL (~0.4 km from the epicenter) at a frequency of about 3&nbsp;Hz. The mean-horizontal peak velocity exceeded 12 cm/sec at the four nearest stations, and the peak vector velocity at the strongest was 54 cm/sec. The duration of the strongest shaking was about 2&nbsp;sec at these stations. The observed peak accelerations and peak velocities decreased more rapidly with distance than predicted, to values below the median predictions at most stations in the Reno metropolitan area. The shallow source depth is, to some degree, a likely contributing factor to these unusual observations. The motions in the residential neighborhood near the epicenter are significantly greater than the seismic forces required by the 1985 Uniform Building Code Zone 3 that was in effect when the Mogul neighborhood was developed, but damage to the wood-frame structures in the neighborhood was minimal.</p>
]]></description>
<dc:creator><![CDATA[Anderson, J. G., Tibuleac, I., Anooshehpoor, A., Biasi, G., Smith, K., von Seggern, D.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080352</dc:identifier>
<dc:title><![CDATA[Exceptional Ground Motions Recorded during the 26 April 2008 Mw 5.0 Earthquake in Mogul, Nevada [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3486</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3475</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3487?rss=1">
<title><![CDATA[Temporal Changes in Site Response Associated with the Strong Ground Motion of the 2004 Mw 6.6 Mid-Niigata Earthquake Sequences in Japan [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3487?rss=1</link>
<description><![CDATA[
<p>We analyzed temporal changes in site response associated with the strong ground motion of the 2004 <I>M</I><SUB>w</SUB>&nbsp;6.6 Mid-Niigata earthquake sequence in Japan. The seismic data were recorded at a site with accelerometers at the surface and a 100-m-deep borehole. We computed the empirical surface-to-borehole spectral ratios and used them to track temporal changes in the top 100&nbsp;m of the crust. We observed that the peak spectral ratio decreases by 40%&ndash;60% and the peak frequency drops by 30%&ndash;70% immediately after large earthquakes. The coseismic changes are followed by apparent recoveries, with the time scale ranging from several tens to more than 100&nbsp;sec. The coseismic peak frequency drop, peak spectral ratio drop, and the postseismic recovery time roughly scale with the input ground motions when the peak ground velocity is larger than ~5 cm/sec (or the peak ground acceleration is larger than ~100 Gal). Our results suggest that at a given site the input ground motion plays an important role in controlling both the coseismic change and the postseismic recovery in site response.</p>
]]></description>
<dc:creator><![CDATA[Wu, C., Peng, Z., Assimaki, D.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090108</dc:identifier>
<dc:title><![CDATA[Temporal Changes in Site Response Associated with the Strong Ground Motion of the 2004 Mw 6.6 Mid-Niigata Earthquake Sequences in Japan [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3495</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3487</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3496?rss=1">
<title><![CDATA[Is the Northern Bay of Bengal Tsunamigenic? [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3496?rss=1</link>
<description><![CDATA[
<p>The giant tsunami generated by the great 26 December 2004 Sumatra&ndash;Andaman earthquake and the resultant destruction have necessitated appropriate assessment of tsunami potential in the northern Bay of Bengal, where high population density in the coastal area (~100 million) makes this region very vulnerable if a large tsunami were to occur. Here we examine whether the India&ndash;Burma plate boundary in the Arakan and Irrawady region can produce a tsunamigenic earthquake. We find: (a)&nbsp;the region is characterized by oblique plate motion leading to strike-slip dominated earthquakes with low tsunami generating potential; (b)&nbsp;the deformation front associated with the plate boundary between India and Sunda plates in the northern Bay of Bengal is either landward or in shallow water in the Arakan region and, hence, a great earthquake is unlikely to displace large amounts of water to create a significant tsunami; (c)&nbsp;convincing evidence that the 1762 Arakan earthquake generated a large tsunami is lacking; and (d)&nbsp;no large tsunami has affected the region in the past 2000 years. We conclude that while a great earthquake could occur in the Arakan region, the physiographic situation may not lead to generation of a large tsunami.</p>
]]></description>
<dc:creator><![CDATA[Gupta, H., Gahalaut, V.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080379</dc:identifier>
<dc:title><![CDATA[Is the Northern Bay of Bengal Tsunamigenic? [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3501</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3496</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3502?rss=1">
<title><![CDATA[Runup Distribution for the 1908 Messina Tsunami in Italy: Observed Data versus Expected Curves [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3502?rss=1</link>
<description><![CDATA[
<p>The source of the catastrophic 1908 Messina tsunami, southern Italy, is studied by best-fitting the available datasets of observed runup with a previously published empirical function (i.e., the expected runup distribution). The maximum runup is ~12 m and was measured ~30&ndash;40 km to the south of the area where the maximum coseismic dislocation and Mercalli&ndash;Cancani&ndash;Sieberg (MCS) intensities were recorded. The observed runup drops from ~12 m to less than 1&nbsp;m in a few tens of kilometers. The comparison between observed and expected runup distributions suggests that the main cause of the 1908 tsunami was a mass failure, thus supporting previously published evidence including tsunami arrival times, bathymetric maps, and chronicles reporting the interruption of submarine cables. This article adds a significant case history to the very limited database of thoroughly documented runup for landslide tsunamis.</p>
]]></description>
<dc:creator><![CDATA[Billi, A., Minelli, L., Orecchio, B., Presti, D.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090128</dc:identifier>
<dc:title><![CDATA[Runup Distribution for the 1908 Messina Tsunami in Italy: Observed Data versus Expected Curves [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3509</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3502</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3510?rss=1">
<title><![CDATA[Coda-Wave Attenuation Imaging of Galeras Volcano, Colombia [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3510?rss=1</link>
<description><![CDATA[
<p>The spatial variation of <I>S</I>-wave coda attenuation (<f><inline-fig>
<link locator="3510eq1"></inline-fig></f>) in the Galeras volcano region is analyzed. The study region is at present an active magmatic system situated in the southwestern Colombian Andes. <f><inline-fig>
<link locator="3510eq2"></inline-fig></f> is estimated using seismograms from 435 volcano-tectonic earthquakes recorded at 31 stations of the Galeras seismograph network. <f><inline-fig>
<link locator="3510eq3"></inline-fig></f> is then imaged using a 3D spatial stacking procedure. The technique is based on the assumption of uniform distribution of <f><inline-fig>
<link locator="3510eq4"></inline-fig></f> over a spheroidal shell with its volume determined by the associated source&ndash;receiver distance. The resultant tomograms also show frequency dependence, which is interpreted in terms of the scale of the heterogeneities producing the scattering. High-attenuation anomalies are detected at high frequencies. Synthetic tests indicate the validity of the inversion technique.</p>
]]></description>
<dc:creator><![CDATA[Lacruz, J., Ugalde, A., Vargas, C. A., Carcole, E.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120080366</dc:identifier>
<dc:title><![CDATA[Coda-Wave Attenuation Imaging of Galeras Volcano, Colombia [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3515</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3510</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3516?rss=1">
<title><![CDATA[Intrinsic and Scattering Q near 1 Hz across the East African Plateau [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3516?rss=1</link>
<description><![CDATA[
<p>Crustal attenuation across the East African plateau in Tanzania, an area of uplifted and rifted Precambrian crust, has been investigated using seismic data from regional earthquakes recorded by the 1994&ndash;1995 Tanzania broadband seismic experiment. We use 1&nbsp;Hz <I>Lg</I> coda waves from the 17 events, together with the energy flux model of <cross-ref type="bib" refid="rf9">Frankel and Wennerberg (1987)</cross-ref>, to obtain estimates of intrinsic (<I>Q</I><SUB><I>I</I></SUB>) and scattering (<I>Q</I><SUB><I>S</I></SUB>) attenuation for East Africa. <I>Q</I><SUB><I>I</I></SUB> values across the plateau are fairly uniform, ranging from a low of ~300 to a high of ~600. <I>Q</I><SUB><I>I</I></SUB> values for the Tanzania craton, in the middle of the plateau, are similar to those for the mobile belts, which form the sides of the plateau. <I>Q</I><SUB><I>I</I></SUB> of 300 to 600 is somewhat lower than the average crustal <I>Q</I> for Precambrian terrains elsewhere. Heat flow from the Tanzania craton and surrounding mobile belts is not elevated; therefore, we attribute the lower-than-average <I>Q</I> values not to elevated crustal temperatures, but instead to rift faults in the crust that are interconnected and filled with fluids. <I>Q</I><SUB><I>S</I></SUB> ranges from ~1000 in the mobile belts and along the eastern margin of the Tanzania craton to ~2200 in the north central part of the plateau just south of Lake Victoria. We attribute the variability in <I>Q</I><SUB><I>S</I></SUB> to scattering of <I>Lg</I> by surface topography, in particular, rift basins along the eastern side of the plateau.</p>
]]></description>
<dc:creator><![CDATA[Jemberie, A. L., Nyblade, A. A.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090062</dc:identifier>
<dc:title><![CDATA[Intrinsic and Scattering Q near 1 Hz across the East African Plateau [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3524</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3516</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3525?rss=1">
<title><![CDATA[Computation of Surface-Wave Velocities in a Nongravitating Elastic Spherical Earth Using an Exact Flattening Transformation [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3525?rss=1</link>
<description><![CDATA[
<p>We consider a nongravitating spherical isotropic elastic layered Earth where in each shell velocities are proportional to <I>r</I> and density is proportional to <I>r</I><sup>-4</sup> (<I>r</I> is the radial distance from the center of the Earth). Solutions of equations of motion in each shell are obtained in terms of exponential functions. A transformation, generating such solutions, is called an exact flattening transformation. Based on this transformation and generalized reflection-transmission coefficients, we consider dispersion equations for Love and Rayleigh waves in a spherical Earth. These equations are as simple as in a flat Earth, and computer programs are provided in the supplementary materials (<f><inline-fig>
<link locator="3525circledE"></inline-fig></f> available in the electronic supplement to this article) to evaluate surface-wave velocities in a spherical Earth using the exact flattening transformation. The velocities of the fundamental mode of surface waves of periods between 10 and 300&nbsp;sec are computed through exact and approximate flattening transformations. Errors in velocities with approximate transformation are seen to be above 1% from a 110&nbsp;sec period. This shows that the exact transformation could preferably be used to compute long-period surface-wave velocities.</p>
]]></description>
<dc:creator><![CDATA[Bhattacharya, S. N.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090101</dc:identifier>
<dc:title><![CDATA[Computation of Surface-Wave Velocities in a Nongravitating Elastic Spherical Earth Using an Exact Flattening Transformation [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3528</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3525</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/6/3529?rss=1">
<title><![CDATA[Fractal and b-Value Mapping in Eastern Himalaya and Southern Tibet [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/6/3529?rss=1</link>
<description><![CDATA[
<p>Fractal (correlation) dimension and <I>b</I>-value are determined from ~1300 well-located earthquakes recorded at 32 seismic stations in eastern Himalaya and southern Tibet during 1993&ndash;2003. The spatial correlation of 0.9 is indicative of more clustered events in the region, while a <I>b</I>-value of 1.02 implies a highly active seismic region. A detailed study of the frequency&ndash;magnitude distribution and fractal dimension as a function of depth is also made. The results suggest structural variability at different depth levels in the Tibet&ndash;Himalaya collision zone that reflects highly heterogeneous and high-grade metamorphism in the region.</p>
]]></description>
<dc:creator><![CDATA[Singh, C., Singh, A., Chadha, R. K.]]></dc:creator>
<dc:date>Mon, 23 Nov 2009 11:13:41 PST</dc:date>
<dc:identifier>info:doi/10.1785/0120090041</dc:identifier>
<dc:title><![CDATA[Fractal and b-Value Mapping in Eastern Himalaya and Southern Tibet [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>6</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3533</prism:endingPage>
<prism:publicationDate>2009-12-01</prism:publicationDate>
<prism:startingPage>3529</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2613?rss=1">
<title><![CDATA[Review: Strong Ground Motions--Have We Seen the Worst? [Review Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2613?rss=1</link>
<description><![CDATA[
<p>Over the history of instrumental strong-motion recording, the largest amplitudes of ground motions recorded to date have had a significant impact on the perception of the largest amplitudes of ground motion considered physically realizable. However, the length of the instrumental recording history is comparatively short, and instrumental recording networks are relatively sparse, which raises the issue of whether the full range of ground motions has been captured in the current global holdings of strong-motion data. Because the answer to this question is quite obviously negative, a more difficult question then arises: How much greater than the largest currently available observation could future ground motions be? The present article explores this issue, drawing on empirical observations, results from numerical simulations, and a statistical exercise involving the sampling of spatially correlated stochastic ground-motion fields.</p>
]]></description>
<dc:creator><![CDATA[Strasser, F. O., Bommer, J. J.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080300</dc:identifier>
<dc:title><![CDATA[Review: Strong Ground Motions--Have We Seen the Worst? [Review Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2637</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2613</prism:startingPage>
<prism:section>Review Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2638?rss=1">
<title><![CDATA[Disaggregation of Probabilistic Ground-Motion Hazard in Italy [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2638?rss=1</link>
<description><![CDATA[
<p>Probabilistic seismic hazard analysis is a process that integrates over aleatory uncertainties (e.g., future earthquake locations and magnitudes) to calculate the mean annual rate of exceedance (MRE) of given ground-motion parameter values at a site. These rates reflect the contributions of all the sources whose seismic activity is deemed to affect the hazard at that site. Seismic hazard disaggregation provides insights into the earthquake scenarios driving the hazard at a given ground-motion level. This work presents the disaggregation at each grid point of the Italian rock ground-motion hazard maps developed by <cross-ref type="bib" refid="rf24">Gruppo di Lavoro MPS (2004)</cross-ref>, <cross-ref type="bib" refid="rf39">Meletti and Montaldo (2007)</cross-ref>, and <cross-ref type="bib" refid="rf43">Montaldo and Meletti (2007)</cross-ref>. Disaggregation is used here to compute the contributions to the MRE of peak ground horizontal acceleration (PGA) and 5%-damped 0.2, 1.0, and 2.0&nbsp;sec spectral acceleration values corresponding to different mean return periods (MRPs of 475 and 2475&nbsp;yr) from different scenarios. These scenarios are characterized by bins of magnitude, <I>M</I>, source-to-site distance, <I>R</I>, and number, <I></I>, of standard deviations that the ground-motion parameter is away from its median value for that <I>M</I>-<I>R</I> pair as estimated by a prediction equation. Maps showing the geographical distribution of the mean and modal values of <I>M</I>, <I>R</I>, and <I></I> are presented for the first time for all of Italy. Complete joint <I>M</I>&ndash;<I>R</I>&ndash;<I></I> distributions are also presented for selected cities. Except for sites where the earthquake activity is characterized by sporadic low-magnitude events, the hazard is generally dominated by local seismicity. Moreover, as expected, the MRE of long-period spectral accelerations is generally controlled by large magnitude earthquakes at long distances while smaller events at shorter distances dominate the PGA and short-period spectral acceleration hazard. Finally, for a given site, as the MRP increases the dominant earthquakes tend to become larger and to occur closer to the site investigated.</p>
]]></description>
<dc:creator><![CDATA[Barani, S., Spallarossa, D., Bazzurro, P.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080348</dc:identifier>
<dc:title><![CDATA[Disaggregation of Probabilistic Ground-Motion Hazard in Italy [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2661</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2638</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2662?rss=1">
<title><![CDATA[Anomalous Seismic Attenuation along the Plate Collision Boundary in Southeastern Taiwan: Observations from a Linear Seismic Array [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2662?rss=1</link>
<description><![CDATA[
<p>Lateral variations of seismic attenuation are investigated using data from a linear seismic array deployed across southern Taiwan. The attenuation parameter <I>t</I><sup>*</sup> is obtained by fitting the amplitude spectra of <I>P</I> and <I>S</I> waves with a theoretical spectrum using an <I></I><sup>2</sup> model. The observed <I>t</I><sup>*</sup> data are then plotted against the travel time, back azimuth, and focal depth, respectively, to explore the spatial variations of <I>t</I><sup>*</sup> for <I>P</I> and <I>S</I> waves. Significant lateral variations of seismic attenuation are found between the eastern mountainous and western plain areas of Taiwan. Large attenuation contrast with depth in the east indicates that an anomalously high-attenuation zone is located in a shallower area north of the array in southeastern Taiwan. A 2D raytracing method is applied to show that the probable depth of the anomalous zone is at about 15&ndash;20&nbsp;km. This anomalous attenuation zone coincides with an area marked by low-<I>P</I> and low-<I>S</I> velocities as well as a total absence of seismicity. The area is also marked by other prominent manifestations of active collision between the Eurasian and Philippine Sea plates, for example, high mountain ranges, rapid uplift, and high heat flows.</p>
]]></description>
<dc:creator><![CDATA[Lee, C.-P., Hirata, N., Huang, B.-S., Huang, W.-G., Tsai, Y.-B.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080302</dc:identifier>
<dc:title><![CDATA[Anomalous Seismic Attenuation along the Plate Collision Boundary in Southeastern Taiwan: Observations from a Linear Seismic Array [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2680</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2662</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2681?rss=1">
<title><![CDATA[A 3000-Year Record of Ground-Rupturing Earthquakes along the Central North Anatolian Fault near Lake Ladik, Turkey [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2681?rss=1</link>
<description><![CDATA[
<p>The North Anatolian fault (NAF) is a <f><inline-fig>
<link locator="2681eq1"></inline-fig></f> long, arcuate, dextral strike-slip fault zone in northern Turkey that extends from the Karliova triple junction to the Aegean Sea. East of Bolu, the fault zone exhibits evidence of a sequence of large (<I>M</I><SUB>w</SUB>&gt;7) earthquakes that occurred during the twentieth century that displayed a migrating earthquake sequence from east to west. Prolonged human occupation in this region provides an extensive, but not exhaustive, historical record of large earthquakes prior to the twentieth century that covers much of the last 2000&nbsp;yr. In this study, we extend our knowledge of rupture events in the region by evaluating the stratigraphy and chronology of sediments exposed in a paleoseismic trench across a splay of the NAF at Destek, ~6.5 km east of Lake Ladik (40.868&deg;&nbsp;N, 36.121&deg;&nbsp;E). The trenched fault strand forms an uphill-facing scarp and associated sediment trap below a small catchment area. The trench exposed a narrow fault zone that has juxtaposed a sequence of weakly defined paleosols interbedded with colluvium against highly fractured bedrock. We mapped magnetic susceptibility variations on the trench walls and found evidence for multiple visually unrecognized colluvial wedges. This technique was also used to constrain a predominantly dip-slip style of displacement on this fault splay. Sediments exposed in the trench were dated using both charcoal and terrestrial gastropod shells to constrain the timing of the earthquake events. While the gastropod shells consistently yielded <f><inline-fig>
<link locator="2681eq2"></inline-fig></f> ages that were too old (by ~900 yr), we obtained highly reliable <f><inline-fig>
<link locator="2681eq3"></inline-fig></f> ages from the charcoal by dating multiple components of the sample material. Our radiocarbon chronology constrains the timing of seven large earthquakes over the past 3000&nbsp;yr prior to the 1943 Tosya earthquake, including event ages of (2<I></I> error): A.D.&nbsp;1437&ndash;1788, A.D.&nbsp;1034&ndash;1321, A.D.&nbsp;549&ndash;719, A.D.&nbsp;17&ndash;585 (1&ndash;3 events), 35&nbsp;B.C.&ndash;A.D.&nbsp;28, 700&ndash;392&nbsp;B.C., 912&ndash;596&nbsp;B.C. Our results indicate an average interevent time of 385&plusmn;166&deg; yr (1<I></I>).</p>
]]></description>
<dc:creator><![CDATA[Fraser, J., Pigati, J. S., Hubert-Ferrari, A., Vanneste, K., Avsar, U., Altinok, S.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080024</dc:identifier>
<dc:title><![CDATA[A 3000-Year Record of Ground-Rupturing Earthquakes along the Central North Anatolian Fault near Lake Ladik, Turkey [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2703</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2681</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2704?rss=1">
<title><![CDATA[Triggered and Primary Surface Ruptures along the Camp Rock Fault, Eastern California Shear Zone [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2704?rss=1</link>
<description><![CDATA[
<p>During the 1992 <I>M</I><SUB>w</SUB>&nbsp;7.3 Landers earthquake in the eastern California shear zone, only the shallowest part of the central 8&nbsp;km of the Camp Rock fault apparently ruptured, triggered by coseismic static stress changes. Our detailed tectonic-geomorphic analysis of a 2&nbsp;km long stretch of the central Camp Rock fault reveals that the 1992 triggered surface rupture differs markedly from earlier primary surface ruptures in terms of its vertical-slip function. We interpret this to be related to a difference in stress directions that induced fault slips: the 1992 static stress changes decreased normal stress on the central Camp Rock fault, thereby inducing a normal component of slip, whereas a minor reverse-slip component is associated with more typical primary seismogenic surface ruptures due to regional north&ndash;south compression. Our findings suggest that a detailed geomorphic analysis of a key locality may allow for isolation of triggered surface ruptures from repeated primary surface ruptures identified in paleoseismic studies.</p>
]]></description>
<dc:creator><![CDATA[Kaneda, H., Rockwell, T. K.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080310</dc:identifier>
<dc:title><![CDATA[Triggered and Primary Surface Ruptures along the Camp Rock Fault, Eastern California Shear Zone [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2720</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2704</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2721?rss=1">
<title><![CDATA[A Case Study of Two M~5 Mainshocks in Anza, California: Is the Footprint of an Aftershock Sequence Larger Than We Think? [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2721?rss=1</link>
<description><![CDATA[
<p>It has been traditionally held that aftershocks occur within one to two fault lengths of the mainshock. Here we demonstrate that this perception has been shaped by the sensitivity of seismic networks. The 31 October 2001 <I>M</I><SUB>w</SUB>&nbsp;5.0 and 12 June 2005 <I>M</I><SUB>w</SUB>&nbsp;5.2 Anza mainshocks in southern California occurred in the middle of the densely instrumented ANZA seismic network and thus were unusually well recorded. For the June 2005 event, aftershocks as small as <I>M</I>&nbsp;0.0 could be observed stretching for at least 50&nbsp;km along the San Jacinto fault even though the mainshock fault was only ~4.5 km long. It was hypothesized that an observed aseismic slipping patch produced a spatially extended aftershock-triggering source, presumably slowing the decay of aftershock density with distance and leading to a broader aftershock zone. We find, however, the decay of aftershock density with distance for both Anza sequences to be similar to that observed elsewhere in California. This indicates there is no need for an additional triggering mechanism and suggests that given widespread dense instrumentation, aftershock sequences would routinely have footprints much larger than currently expected. Despite the large 2005 aftershock zone, we find that the probability that the 2005 Anza mainshock triggered the <I>M</I>&nbsp;4.9 Yucaipa mainshock, which occurred 4.2&nbsp;days later and 72&nbsp;km away, to be only 14%&plusmn;1%. This probability is a strong function of the time delay; had the earthquakes been separated by only an hour, the probability of triggering would have been 89%.</p>
]]></description>
<dc:creator><![CDATA[Felzer, K. R., Kilb, D.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080268</dc:identifier>
<dc:title><![CDATA[A Case Study of Two M~5 Mainshocks in Anza, California: Is the Footprint of an Aftershock Sequence Larger Than We Think? [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2735</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2721</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2736?rss=1">
<title><![CDATA[Near-Real-Time Double-Difference Event Location Using Long-Term Seismic Archives, with Application to Northern California [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2736?rss=1</link>
<description><![CDATA[
<p>We present a real-time procedure that uses cross-correlation and double-difference methods to rapidly relocate new seismic events with high precision relative to past events with accurately known locations. Waveforms of new events are automatically cross correlated with those archived for nearby past events to measure accurate differential phase arrival times. These data, together with delay times computed from arrival time picks, are subsequently inverted for the vector connecting the new event to its neighboring events using the double-difference algorithm. The new seismic monitoring technique is applied to earthquakes recorded in northern California, using near-real-time data feeds from the Northern California Seismic Network (NCSN) and the Northern California Earthquake Data Center, and a locally stored copy of the NCSN seismic archive. New events are automatically relocated in near-real time (tens of seconds) relative to a high-resolution double-difference earthquake catalog for northern California. Back testing using past events across northern California indicates that the real-time solutions are on average within 0.08&nbsp;km laterally and 0.24&nbsp;km vertically of the double-difference catalog locations. We show that the precision with which new events are located using this technique will improve with time, helped by the continued increase in density of recorded earthquakes and growth of the digital seismic archives. Real-time double-difference location allows for monitoring spatiotemporal changes in seismogenic properties of active faults with unprecedented resolution and therefore has considerable social and economic impact in the immediate evaluation and mitigation of seismic hazards.</p>
]]></description>
<dc:creator><![CDATA[Waldhauser, F.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080294</dc:identifier>
<dc:title><![CDATA[Near-Real-Time Double-Difference Event Location Using Long-Term Seismic Archives, with Application to Northern California [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2748</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2736</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2749?rss=1">
<title><![CDATA[Direct Empirical Estimation of Arrival-Time Picking Error from Waveform Cross-Correlations [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2749?rss=1</link>
<description><![CDATA[
<p>Error in picking arrival times of seismic phases by human analysts has concerned the seismological community since the inception of earthquake location via the Geiger (least-squares) method. Arrival-time picking error and the inaccuracy of the location model both contribute to errors in hypocentral estimates, but in such a way that they are usually not separable. Model error can be attenuated greatly by joint tomography inversions for 3D velocity and revised hypocenters. This article attempts to define picking error in a more rigorous way than the subjective judgments of human analysts concerning their accuracy and the estimates made from tomography. A precise way to estimate interevent arrival times at stations is possible through cross-correlation of waveforms. This method obtains an accurate interevent time against which interevent time from human picking can be compared, and a statistical treatment of picking error emerges from a large set of cross-correlations. Estimates of picking error can be compared with final data error estimates from joint tomography inversions and to analysts&rsquo; own estimates of picking error. This article uses data from the Southern Great Basin Digital Seismic Network (SGBDSN) for the years 2000&ndash;2007. From waveform cross-correlations with this data, the standard deviation of picking error for good quality signals is 0.020&nbsp;sec for <I>P</I> and 0.028&nbsp;sec for <I>S</I>. The analysts&rsquo; own estimates of picking error considerably exceed the values determined from cross-correlation of very good waveforms, by roughly a factor of 2 to 3 routinely. Joint structure/hypocenters tomography on a local scale (model extent &lt;100 km), as gleaned from the literature, reduces the standard deviation of travel-time errors to roughly 0.08&nbsp;sec. The standard deviation of residuals for a tomography study using the SGBDSN data was 0.06&nbsp;sec, larger by a factor of roughly three than the picking error estimate from cross-correlation of waveforms.</p>
]]></description>
<dc:creator><![CDATA[von Seggern, D. H.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080304</dc:identifier>
<dc:title><![CDATA[Direct Empirical Estimation of Arrival-Time Picking Error from Waveform Cross-Correlations [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2758</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2749</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2759?rss=1">
<title><![CDATA[Seismogram Picking Error from Analyst Review (SPEAR): Single-Analyst and Institution Analysis [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2759?rss=1</link>
<description><![CDATA[
<p>We perform two experiments to define and isolate errors associated with picking seismic phases (the process of naming and measuring the arrivals of seismic phases). The first experiment establishes a method and model to describe picking errors for a single analyst measuring arrivals recorded on short-period instruments. The analyst&rsquo;s picks are constrained to earthquakes that had similar epicenters with stations at local to near-regional distances. We find that the main source of error for an individual analyst is the signal-to-noise ratio (SNR) measured using a wideband spectral ratio (WSR). The pick error is 0.1&nbsp;sec for measurements made with a WSR greater than 10. In some cases, errors that occur with high WSR (&gt;10) appear to result from the variability of the seismic signals, caused through magnitude or scaling differences and source specific differences. The second experiment confirms our hypothesis that institutions have approaches in measuring seismic arrivals that inherently cause the pick placement to differ from institute to institute. For the institute analysis, we use data collected from the International Seismological Center (ISC). The SNR is not reported in the ISC catalogs; however, we show that the distance from station to source is a factor that can define the error between picks made at different institutions. The error between picks increases with distance until the transition from regional phases to teleseismic (~20&ndash;30&deg;), where the error is decreased by over 50%. The error then begins to increase after 40&deg;. Another factor of error may be that institutions name seismic phases differently. We also perform a one-way multivariate analysis of variance on the institutions and the pick information to show the institutions pick differently. Measurement differences between institutions are greater than measurement differences of a single analyst. The single-analyst measurement error can be defined as 0.1&nbsp;sec for an experienced analyst picking local to regional phases on short-period instruments that have a WSR greater than 10. However, this precision level of measurement error is not valid when combining picks from multiple institutions. We need to define a new measurement error model for combining picks to establish velocity and earth models when merging data from multiple institutions; a seismic phase picking error model cannot be established from the current earthquake catalogs.</p>
]]></description>
<dc:creator><![CDATA[Zeiler, C., Velasco, A. A.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080131</dc:identifier>
<dc:title><![CDATA[Seismogram Picking Error from Analyst Review (SPEAR): Single-Analyst and Institution Analysis [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2770</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2759</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2771?rss=1">
<title><![CDATA[Seismicity and Stress in a Tectonically Complex Region: The Rivera Fracture Zone, the Rivera-Cocos Boundary, and the Southwestern Jalisco Block, Mexico [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2771?rss=1</link>
<description><![CDATA[
<p>Fault plane solutions for a group of 41 4.9&le;<I>M</I><SUB>w</SUB>&le;8.0 earthquakes between November 1980 and May 2007, extracted from the Global Centroid Moment Tensor Project catalog, are used to investigate spatial and temporal variations of stress in the south part of the Jalisco block (JB). Using rigorous statistical tests we decide on the quality and variability of the earthquake mechanisms and with the use of stress tensor inversion and cumulative misfit analysis find, at the 95% confidence level or more, significantly different regions and periods of stress regime. We conclude that the region located near (105&deg;&nbsp;W, 18.43&deg;&nbsp;N) appears as a particularly diffuse zone affected by various stress styles and that the period following the great <I>M</I><SUB>w</SUB>&nbsp;8.0 earthquake on 9 October 1995 appears as a short-lived change in stress induced by the great shock. An important difference in seismicity and stress between the southern and northern regions is highlighted by the regular occurrence of earthquakes south of the JB, in stark contrast with the scarcity of seismicity with <I>M</I><SUB>w</SUB>&gt;4.9 north of 19.36&deg;&nbsp;N, a region that is illuminated with microseismicity when local temporal or permanent deployments of seismographs are used, as noted by previous studies.</p>
]]></description>
<dc:creator><![CDATA[Sanchez, J. J., Nunez-Cornu, F. J.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080350</dc:identifier>
<dc:title><![CDATA[Seismicity and Stress in a Tectonically Complex Region: The Rivera Fracture Zone, the Rivera-Cocos Boundary, and the Southwestern Jalisco Block, Mexico [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2783</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2771</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2784?rss=1">
<title><![CDATA[Geodetically Inferred Coseismic and Postseismic Slip due to the M 5.4 31 October 2007 Alum Rock Earthquake [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2784?rss=1</link>
<description><![CDATA[
<p>On 31 October 2007 the <I>M</I>&nbsp;5.4 Alum Rock earthquake occurred near the junction between the Hayward and Calaveras faults in the San Francisco Bay Area, producing coseismic and postseismic displacements recorded by 10 continuously operating Global Positioning System (GPS) instruments. The cumulative postseismic displacements over the four months following the earthquake are linearly related to the cumulative number of aftershocks and are comparable in magnitude to the coseismic displacements. The postseismic signal suggests that, in addition to afterslip at seismogenic depths, localized right-lateral/reverse slip occurred on dipping shallow fault surfaces southwest of the Calaveras. The spatial distribution of slip inferred by inverting the GPS data is compatible with a model in which moderate Calaveras fault earthquakes rupture locked patches surrounded by areas of creep, afterslip, and microseismicity (<cross-ref type="bib" refid="rf35">Oppenheimer <I>et&nbsp;al.</I>, 1990</cross-ref>). If this model and existing Calaveras fault slip rate estimates are correct, a slip deficit remains on the 2007 Alum Rock rupture patch that may be made up by aseismic slip or slip in larger earthquakes. Recent studies (e.g., <cross-ref type="bib" refid="rf32">Manaker <I>et&nbsp;al.</I>, 2005</cross-ref>) suggest that at depth the Hayward and central Calaveras faults connect via a simple continuous surface illuminated by the Mission Seismic Trend (MST), implying that a damaging earthquake rupture could involve both faults (<cross-ref type="bib" refid="rf14">Graymer <I>et&nbsp;al.</I>, 2008</cross-ref>). If this geometry is correct, the combined coseismic and postseismic slip we infer for the 2007 Alum Rock event predicts static Coulomb stress increases of ~0.6 bar on the MST surface and on the northern Calaveras fault ~5 km northwest of the Alum Rock hypocenter.</p>
]]></description>
<dc:creator><![CDATA[Murray-Moraleda, J. R., Simpson, R. W.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090017</dc:identifier>
<dc:title><![CDATA[Geodetically Inferred Coseismic and Postseismic Slip due to the M 5.4 31 October 2007 Alum Rock Earthquake [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2800</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2784</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2801?rss=1">
<title><![CDATA[Source Mechanisms of Mine-Related Seismicity, Savuka Mine, South Africa [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2801?rss=1</link>
<description><![CDATA[
<p>We report full moment tensor solutions for 76 mine tremors with moment magnitudes (<I>M</I><SUB>w</SUB>) between 0.5 and 2.6 recorded by a network of 20 high-frequency geophones in a deep gold mine in South Africa. Source mechanisms convey important information on how in-mine stresses are relaxed, and understanding the nature of such mechanisms is essential for improving our assessment of rock mass response to mining. Our approach has consisted of minimizing the L2 norm of the difference between observed and predicted <I>P</I>, <I>SV</I>, and <I>SH</I> spectral amplitudes, with visually assigned polarities, to constrain all six independent components of the seismic moment tensor. Our results reveal the largest principal stresses in the mine are compressive, oriented near vertically, and relaxed through a mix of volumetric closure and normal faulting, consistent with a gravity-driven closure of the mined-out areas. Previous moment tensor studies in deep mines had suggested that the distribution of seismic sources in terms of the volumetric-shear mix was bimodal. A bimodal distribution is compatible with our moment tensor solutions only for moment magnitudes above 2.2. Events in the 0.5&lt;<I>M</I><SUB>w</SUB>&lt;2.2 moment magnitude range display a continuous distribution of their volumetric-shear mix.</p>
]]></description>
<dc:creator><![CDATA[Julia, J., Nyblade, A. A., Durrheim, R., Linzer, L., Gok, R., Dirks, P., Walter, W.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080334</dc:identifier>
<dc:title><![CDATA[Source Mechanisms of Mine-Related Seismicity, Savuka Mine, South Africa [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2814</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2801</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2815?rss=1">
<title><![CDATA[Broadband Records of Earthquakes in Deep Gold Mines and a Comparison with Results from SAFOD, California [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2815?rss=1</link>
<description><![CDATA[
<p>For one week during September 2007, we deployed a temporary network of field recorders and accelerometers at four sites within two deep, seismically active mines. The ground-motion data, recorded at 200&nbsp;samples/sec, are well suited to determining source and ground-motion parameters for the mining-induced earthquakes within and adjacent to our network. Four earthquakes with magnitudes close to 2 were recorded with high signal/noise at all four sites. Analysis of seismic moments and peak velocities, in conjunction with the results of laboratory stick-slip friction experiments, were used to estimate source processes that are key to understanding source physics and to assessing underground seismic hazard. The maximum displacements on the rupture surfaces can be estimated from the parameter <f><inline-fig>
<link locator="2815eq1"></inline-fig></f>, where <f><inline-fig>
<link locator="2815eq2"></inline-fig></f> is the peak ground velocity at a given recording site, and <I>R</I> is the hypocentral distance. For each earthquake, the maximum slip and seismic moment can be combined with results from laboratory friction experiments to estimate the maximum slip rate within the rupture zone. Analysis of the four <I>M</I>&nbsp;2 earthquakes recorded during our deployment and one of special interest recorded by the in-mine seismic network in 2004 revealed maximum slips ranging from 4 to 27&nbsp;mm and maximum slip rates from 1.1 to 6.3 m/sec. Applying the same analyses to an <I>M</I>&nbsp;2.1 earthquake within a cluster of repeating earthquakes near the San Andreas Fault Observatory at Depth site, California, yielded similar results for maximum slip and slip rate, 14&nbsp;mm and 4.0 m/sec.</p>
]]></description>
<dc:creator><![CDATA[McGarr, A., Boettcher, M., Fletcher, J. B., Sell, R., Johnston, M. J. S., Durrheim, R., Spottiswoode, S., Milev, A.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080336</dc:identifier>
<dc:title><![CDATA[Broadband Records of Earthquakes in Deep Gold Mines and a Comparison with Results from SAFOD, California [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2824</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2815</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2825?rss=1">
<title><![CDATA[Rupture Process of the 2008 Northern Iwate Intraslab Earthquake Derived from Strong-Motion Records [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2825?rss=1</link>
<description><![CDATA[
<p>The rupture process of the 2008 northern Iwate, Japan, earthquake (<I>M</I>&nbsp;6.8) has been derived from strong-motion records obtained at 22 regional stations by the multi-time-window linear waveform inversion method. This event occurred in the lower plane of the double seismic zone in the subducting Pacific slab at a depth of 115&nbsp;km. A preliminary inversion analysis revealed that a single planar fault plane model was insufficient to satisfactorily explain waveforms at stations in a specific azimuth. A two-segment fault plane model was then assumed in which the fault model consisted of the northern and southern segments with a 44&deg; difference in strike direction, which respectively followed the source mechanisms determined by moment tensor inversion and <I>P</I>-wave polarity analysis. The source model derived from the two-segment fault plane model greatly improved the waveform fitting at stations for which there was a large discrepancy in the preliminary analysis with the single planar fault plane model. The largest asperity was located on the northern segment, which generated the main phase observed at most stations. The amount of slip on the southern segment was smaller but contributed significantly to the first of the two pulses observed at the stations to the south of the source area. The stress drop of the largest asperity for this intraslab earthquake was large in comparison with that predicted from empirical relations obtained for crustal earthquakes, which may be one of the causes of the relatively large accelerations recorded during this earthquake.</p>
]]></description>
<dc:creator><![CDATA[Suzuki, W., Aoi, S., Sekiguchi, H.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080331</dc:identifier>
<dc:title><![CDATA[Rupture Process of the 2008 Northern Iwate Intraslab Earthquake Derived from Strong-Motion Records [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2835</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2825</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2836?rss=1">
<title><![CDATA[The 23 October 1904 MS 5.4 Oslofjord Earthquake: Reanalysis Based on Macroseismic and Instrumental Data [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2836?rss=1</link>
<description><![CDATA[
<p>On 23 October 1904, the area of the Oslofjord was struck by an <I>M</I><SUB>S</SUB>&nbsp;5.4 earthquake that was felt over much of northern Europe. We collected information available from seismological bulletins of the time and also seismogram copies from a number of seismic stations in Europe. This allowed, for the first time for this earthquake, an instrumental epicentral location, even if the observation capabilities at that time were poor due to low seismograph amplification and timing problems. After a careful selection and weighting of published onset times, the reported observations from the seismic stations in Uppsala, Hamburg, Potsdam, G&ouml;ttingen, Leipzig, and Tartu could be used for this instrumental location of the event.</p>
<p>We also performed an inversion of the available macroseismic observations, based on the kinematic function (KF) for the radiation of body waves from a line source. Because the problem is nonlinear and also bimodal for pure dip-slip mechanisms, we used a sharing niching genetic algorithm to perform the inversion. The new epicenter obtained from the KF intensity inversion is consistent with the new instrumental solution, giving a location in the lower crust (25&ndash;30&nbsp;km) and close to the eastern coast of the Oslofjord, near the junction of two major fault zones. The KF inversion was moreover able to constrain the fault-plane mechanism with an almost vertical rupture plane striking north-northeast&ndash;south-southwest (206&deg;&ndash;212&deg;) with a mixed mechanism (approximately 64&deg; rake angle), the ambiguity of which is resolved by the polarities of the <I>Pn</I> onset observed on the horizontal components of the Uppsala Wiechert seismograph. The magnitude of the event has previously been assessed to <I>M</I><SUB>S</SUB>&nbsp;5.4, based on the size of the felt area observations, and a value of <I>M</I><SUB>S</SUB>~5.4 has now been independently confirmed both through the new intensity inversion and through the instrumental data.</p>
]]></description>
<dc:creator><![CDATA[Bungum, H., Pettenati, F., Schweitzer, J., Sirovich, L., Faleide, J. I.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080357</dc:identifier>
<dc:title><![CDATA[The 23 October 1904 MS 5.4 Oslofjord Earthquake: Reanalysis Based on Macroseismic and Instrumental Data [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2854</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2836</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2855?rss=1">
<title><![CDATA[Simulation of Toppling Columns in Archaeoseismology [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2855?rss=1</link>
<description><![CDATA[
<p>Since the early days of modern seismology, toppled artifacts such as tombstones and single columns have been used in the aftermath of earthquakes to deduce parameters of site-specific ground motions. The artifacts were generally treated as rigid bodies. Later, the theory of rigid block movements was also applied to precariously balanced rocks toppled by earthquakes. While the movements of a single rocking block can be described analytically, slide-rocking movements, bouncing, and multiple block systems require a numerical approach. We use multiple rigid block models with viscoelastic coupling forces in combination with full 3D ground motions (measured and synthetic) to analyze the dynamic response of building elements, relevant for archaeoseismological studies. First, the numeric modeling results are verified by comparison with analytically determined rocking motions of a single rectangular block. Stiffness and damping parameters of the coupling forces are adjusted to results from analog experiments with a rocking marble block. A model of a monolithic column and one consisting of seven drums is used to test the influence of the geometry and friction on the toppling behavior. The main question addressed in this study is whether toppled columns give a clear indication of the back azimuth toward the earthquake source. Input motion from 29 strong-motion records indicates little correlation between downfall directions and back azimuth. Clearly directed horizontal ground movements tend to topple the columns in the transverse direction. More complex ground motions result in quasi-random downfall directions. The friction coefficients have a minor influence on the downfall directions. Synthetic ground motions for two earthquakes with different source mechanism show toppling directions toward and away from the source as well as in the transverse bearing. However, it is not straightforward to deduce a reliable source location from the inversion of the toppling directions.</p>
]]></description>
<dc:creator><![CDATA[Hinzen, K.-G.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080241</dc:identifier>
<dc:title><![CDATA[Simulation of Toppling Columns in Archaeoseismology [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2875</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2855</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2876?rss=1">
<title><![CDATA[Mining Macroseismic Fields to Estimate the Probability Distribution of the Intensity at Site [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2876?rss=1</link>
<description><![CDATA[
<p>The analysis of the seismic attenuation is a prominent and problematic component of hazard assessment. Over the last decade it has become increasingly clear that the intrinsic uncertainty of the decay process must be expressed in probabilistic terms. This implies estimating the probability distribution of the intensity at a site <I>I</I><SUB><I>s</I></SUB> as the combination of the distribution of the decay <I>I</I> and of the distribution of the intensity <I>I</I><SUB>0</SUB> found for the area surrounding that site. We focus here on the estimation of the distribution of <I>I</I>. Previous studies presented in the literature show that the intensity decay in Italian territory varies greatly from one region to another and depends on many factors, some of them not easily measurable. Assuming that the decay shows a similar behavior in function of the epicenter-site distance when the same geophysical conditions and building vulnerability characterize different macroseismic fields, we have classified some macroseismic fields drawn from the Italian felt report database by applying a clustering algorithm. Earthquakes in the same class constitute the input of a two-step procedure for the Bayesian estimation of the probability distribution of <I>I</I> at any distance from the epicenter, conditioned on <I>I</I><SUB>0</SUB>, where <I>I</I> is considered an integer, random variable, following a binomial distribution. The scenario generated by a future earthquake is forecast either by the predictive distribution in each distance bin or by a binomial distribution whose parameter is a continuous function of the distance. The estimated distributions have been applied to forecast the scenario actually produced by the Colfiorito earthquake on 26 September 1997; for both options the expected and observed intensities have been compared on the basis of some validation criteria. The same procedure has been repeated using the probability distribution of <I>I</I> estimated on the basis of each class of macroseismic fields identified by the clustering algorithm.</p>
]]></description>
<dc:creator><![CDATA[Zonno, G., Rotondi, R., Brambilla, C.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090042</dc:identifier>
<dc:title><![CDATA[Mining Macroseismic Fields to Estimate the Probability Distribution of the Intensity at Site [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2892</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2876</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2893?rss=1">
<title><![CDATA[Array Observations of Microseismic Noise and the Nature of H/V in the Mississippi Embayment [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2893?rss=1</link>
<description><![CDATA[
<p>Ambient ground-motion data were collected using phased seismic arrays in fall 2002 and spring 2007 within the Mississippi embayment and at a single station external to the embayment. These data allowed us to determine the wave-field composition of ambient noise for understanding wave-propagation mechanisms giving rise to spectral peaks using Nakamura&rsquo;s H/V technique. Ambient ground motions in the frequency band of 0.1&ndash;0.33&nbsp;Hz (10&ndash;3&nbsp;sec period) were dominated by spatially localized Rayleigh- and Love-wave microseisms generated by high-ocean waves along the North American seaboard in the time periods of analysis. Seismic waves important in forming the H/V peak near 4&nbsp;sec period are composed of relatively high-phase velocity Rayleigh and Love waves that convert to propagating homogeneous shear waves in the thick unconsolidated sediments of the embayment. The H/V resonant period is controlled by both constructive and destructive interference of these shear waves. A simple relationship for the H/V peak is given using a propagator matrix formulation that predicts the resonance frequency of a layered medium for surface wave motion at the base of the system. The amplitude of the observed H/V peak, however, does not give an accurate estimate of shear-wave amplification because it depends on the slowness of the incident wave. The inconsistency in estimated average shear-wave velocities using the H/V method and differential travel times of local earthquake <I>Sp</I> phases in the Mississippi embayment may be explained by misidentification of <I>Sp</I>-wave conversion points from deeper interfaces.</p>
]]></description>
<dc:creator><![CDATA[Langston, C. A., Chiu, S.-C. C., Lawrence, Z., Bodin, P., Horton, S.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080189</dc:identifier>
<dc:title><![CDATA[Array Observations of Microseismic Noise and the Nature of H/V in the Mississippi Embayment [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2911</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2893</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2912?rss=1">
<title><![CDATA[New Circular-Array Microtremor Techniques to Infer Love-Wave Phase Velocities [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2912?rss=1</link>
<description><![CDATA[
<p>We present simple and novel formulas that help to directly infer phase velocities of Love waves (<I>c</I><sup><I>L</I></sup>) using two-component, horizontal-motion, circular-array records of microtremors. Our formulas are analogous to those of the spatial autocorrelation (SPAC) method, a technique of microtremor exploration that is popularly used to infer phase velocities of Rayleigh waves (<I>c</I><sup><I>R</I></sup>). Although the existing theory of the SPAC method does provide the possibility to estimate <I>c</I><sup><I>L</I></sup>, this can only be done by solving a nonlinear system of equations, wherein the unknowns to be solved for also include <I>c</I><sup><I>R</I></sup> and the Rayleigh-to-Love power partition ratios. By contrast, <I>c</I><sup><I>L</I></sup> is the only unknown to appear in our formulas.</p>
<p>The field applicability of the <I>c</I><sup><I>L</I></sup> estimation methods based on the proposed formulas&mdash;which we name the SPAC+<I>L</I>, SPAC-<I>L</I>, and CCA-<I>L</I> (where CCA stands for centerless circular array) methods&mdash;is demonstrated by analysis results for two test sites. Among the three techniques proposed, the SPAC+<I>L</I> method distinguished itself as the best-performing. The valid wavelength ranges of the three methods had lower limits in the area of 2&ndash;5&nbsp;times the array radius <I>r</I> and upper limits in the area of 10&ndash;25<I>r</I>.</p>
<p>Similar circular-array microtremor techniques that involve <I>c</I><sup><I>L</I></sup> alone were proposed in recent years, but the methods we present here are either logistically less expensive or mathematically simpler than any of them.</p>
]]></description>
<dc:creator><![CDATA[Tada, T., Cho, I., Shinozaki, Y.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090014</dc:identifier>
<dc:title><![CDATA[New Circular-Array Microtremor Techniques to Infer Love-Wave Phase Velocities [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2926</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2912</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2927?rss=1">
<title><![CDATA[Impediments to Predicting Site Response: Seismic Property Estimation and Modeling Simplifications [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2927?rss=1</link>
<description><![CDATA[
<p>We compare estimates of the empirical transfer function (ETF) to the plane <I>SH</I>-wave theoretical transfer function (TTF) within a laterally constant medium for invasive and noninvasive estimates of the seismic shear-wave slownesses at 13 Kiban-Kyoshin network stations throughout Japan. The difference between the ETF and either of the TTFs is substantially larger than the difference between the two TTFs computed from different estimates of the seismic properties. We show that the plane <I>SH</I>-wave TTF through a laterally homogeneous medium at vertical incidence inadequately models observed amplifications at most sites for both slowness estimates, obtained via downhole measurements and the spectral analysis of surface waves. Strategies to improve the predictions can be separated into two broad categories: improving the measurement of soil properties and improving the theory that maps the 1D soil profile onto spectral amplification. Using an example site where the 1D plane <I>SH</I>-wave formulation poorly predicts the ETF, we find a more satisfactory fit to the ETF by modeling the full wavefield and incorporating spatially correlated variability of the seismic properties. We conclude that our ability to model the observed site response transfer function is limited largely by the assumptions of the theoretical formulation rather than the uncertainty of the soil property estimates.</p>
]]></description>
<dc:creator><![CDATA[Thompson, E. M., Baise, L. G., Kayen, R. E., Guzina, B. B.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080224</dc:identifier>
<dc:title><![CDATA[Impediments to Predicting Site Response: Seismic Property Estimation and Modeling Simplifications [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2949</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2927</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2950?rss=1">
<title><![CDATA[Assessing Regional and Site-Dependent Variability of Ground Motions for ShakeMap Implementation in Italy [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2950?rss=1</link>
<description><![CDATA[
<p>This study investigates the theoretical improvement of the ground-motion models used for ShakeMap implementation in Italy, obtainable by accounting for regional differences of wave propagation and for site effects. The analysis considers 922 recordings of 116 earthquakes with local magnitude <I>M</I><SUB>L</SUB> in the range 2.7&ndash;4.5, collected from 137 stations at epicentral distances up to 100&nbsp;km. Alternative partitions of the available stations divided into separated zones are considered. For each zone in a partition, an empirical ground-motion model is estimated, which includes station correction terms. A genetic algorithm is used in order to minimize the standard deviation of the residuals log<SUB>10</SUB>(observed)-log<SUB>10</SUB>(predicted) over the set of the possible partitions. For the logarithm of the peak ground acceleration, it is estimated that site effects contribute to about 30% of the overall standard deviation, while regional differences contribute with no more than 4%. Furthermore, the estimated station correction terms are weakly correlated with the amplification factors based on shear-wave velocity in the upper 30&nbsp;m (<I>V</I><SUB><I>S</I>30</SUB>) used in ShakeMap to model site effects. Similar results apply to peak ground velocity and spectral acceleration response at 0.3, 1, and 3&nbsp;sec. These results suggest that parametrizations of site effects alternative to those based on <I>V</I><SUB><I>S</I>30</SUB> should be considered, while the contribution of any regionalization of the ground-motion models is marginal.</p>
]]></description>
<dc:creator><![CDATA[Bragato, P. L.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090020</dc:identifier>
<dc:title><![CDATA[Assessing Regional and Site-Dependent Variability of Ground Motions for ShakeMap Implementation in Italy [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2960</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2950</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2961?rss=1">
<title><![CDATA[A Comparison of NGA Ground-Motion Prediction Equations to Italian Data [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2961?rss=1</link>
<description><![CDATA[
<p>Ground-motion prediction equations (GMPEs) have recently been developed in the Next Generation Attenuation (NGA) project for application to shallow crustal earthquakes in tectonically active regions. We investigate the compatibility of those models with respect to magnitude scaling, distance scaling, and site scaling implied by Italian strong motion data. This is of interest because (1)&nbsp;the Italian data are principally from earthquakes in extensional regions that are poorly represented in the NGA dataset, and (2)&nbsp;past practice in Italy has been to use local GMPEs based on limited datasets that cannot resolve many significant source, path, and site effects. We find that the magnitude scaling implied by the Italian data is compatible with four NGA relations. However, the Italian data attenuate faster than implied by the four NGA GMPEs at short periods; the differences are statistically significant. Comparison with the fifth one was not possible because it was developed for rock conditions only. Three regression coefficients are reevaluated for the four NGA GMPEs to reflect the faster attenuation: a constant term, a term controlling the slope of distance attenuation, and a source fictitious depth term. The scaling of ground motion with respect to site shear wave velocity is consistent between the NGA models and Italian data. Moreover, the data are found to contain a nonlinear site effect that is generally compatible with NGA site terms. The intraevent scatter of Italian data is higher than in the NGA models, although interevent scatter is comparable to NGA recommendations when the faster distance attenuation is considered. On the basis of these findings, we recommend using the NGA relations, with the aforementioned minor modifications, to evaluate ground motions for seismic hazard analysis in Italy.</p>
]]></description>
<dc:creator><![CDATA[Scasserra, G., Stewart, J. P., Bazzurro, P., Lanzo, G., Mollaioli, F.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080133</dc:identifier>
<dc:title><![CDATA[A Comparison of NGA Ground-Motion Prediction Equations to Italian Data [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2978</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2961</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2979?rss=1">
<title><![CDATA[Importance of Mapping Design Earthquakes: Insights for the Southern Apennines, Italy [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2979?rss=1</link>
<description><![CDATA[
<p>Probabilistic seismic hazard analysis is currently the soundest basis for the rational evaluation of ground-motion hazard for site-specific engineering design and assessment purposes. An increasing number of building codes worldwide acknowledge the uniform hazard spectra as the reference to determine design actions on structures and to select input ground motions for seismic structural analysis. This is the case, for example, in Italy where the new seismic code also requires the seismic input for nonlinear dynamic analysis to be selected on the basis of dominating events, for example, identified via disaggregation of seismic hazard. In the present study, the design earthquakes expressed in terms of representative magnitude (<I>M</I>), distance (<I>R</I>), and <I></I> were investigated for a wide region in the southern Apennines, Italy. To this aim, the hazards corresponding to peak ground acceleration and spectral acceleration at 1&nbsp;sec with a return period of 475&nbsp;yr were disaggregated. For each of the disaggregation variables the shape of the joint and marginal probability density functions were studied. The first two modes expressed by <I>M</I>, <I>R</I>, and <I></I> were extracted and mapped for the study area. The results shown provide additional information, in terms of source and ground-motion parameters, to be used along with the standard hazard maps to better select the design earthquakes. The analyses also allow us to assess how various frequency ranges of the design spectrum are differently contributed by seismic sources in the study area.</p>
]]></description>
<dc:creator><![CDATA[Convertito, V., Iervolino, I., Herrero, A.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080272</dc:identifier>
<dc:title><![CDATA[Importance of Mapping Design Earthquakes: Insights for the Southern Apennines, Italy [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2991</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2979</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/2992?rss=1">
<title><![CDATA[Ground-Motion Variability and Implementation of a Probabilistic-Deterministic Hazard Method [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/2992?rss=1</link>
<description><![CDATA[
<p>A key step in probabilistic seismic-hazard assessment is the prediction of expected ground motions produced by the seismic sources. Most probabilistic studies use a ground-motion prediction model to perform this estimation. The present study aims at testing the use of simulations in the probabilistic analysis instead of ground-motion models. The method used is the empirical Green&rsquo;s function method of <cross-ref type="bib" refid="rf29">Kohrs-Sansorny <I>et&nbsp;al.</I> (2005)</cross-ref>, which takes into account the characteristics of the source, propagation paths, and site effects. The recording of only one small event is needed for simulating a larger event. The small events considered here consist of aftershocks from the <I>M</I>&nbsp;6.4 Les Saintes earthquake, which struck the Guadeloupe archipelago (French Antilles) in 2004. The variability of the simulated ground motions is studied in detail at the sites of the French Permanent Accelerometric Array. Intrinsic variability is quantified: ground motions follow lognormal distributions with standard deviations between 0.05 and 0.18 (log units) depending on the spectral frequency. One input parameter bearing large uncertainties is the ratio of the stress drop of the target event to the small event. Therefore, overall sigma values (and medians) are recomputed, varying stress drop ratio values between 1 and 15. Sigma values increase but remain in general lower or equal to the sigma values of current ground-motion prediction models. A simple application of this hybrid deterministic&ndash;probabilistic method is carried out at several sites in Guadeloupe for the estimation of the hazard posed by an <I>M</I>&nbsp;6.4 occurring in the rupture zone of the Les Saintes event.</p>
]]></description>
<dc:creator><![CDATA[Beauval, C., Honore, L., Courboulex, F.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080183</dc:identifier>
<dc:title><![CDATA[Ground-Motion Variability and Implementation of a Probabilistic-Deterministic Hazard Method [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3002</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>2992</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3003?rss=1">
<title><![CDATA[Probabilistic Characterization of Spatially Correlated Response Spectra for Earthquakes in Japan [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3003?rss=1</link>
<description><![CDATA[
<p>Seismic hazard and risk assessments of spatially distributed infrastructural systems require seismic demand models that capture random but correlated simultaneous seismic effects at multiple sites. This study characterizes spatially correlated ground-motion parameters probabilistically using comprehensive databases of the K-NET and KiK-net strong-motion networks in Japan by developing a ground-motion prediction equation and then investigating the correlation structure of regression residuals from the prediction equation. Analysis results indicate that (1) interevent residuals of ground-motion parameters at different vibration periods are more strongly correlated than intraevent and total residuals with zero separation distance; and (2) intraevent spatial correlation coefficients can be described as a simple exponential decay function that is independent of the way the event-based intraevent standard deviation is calculated, of the earthquake type, and of the vibration period. The developed overall correlation model of spatially correlated ground-motion parameters may be used for seismic hazard and risk assessments in a subduction environment.</p>
]]></description>
<dc:creator><![CDATA[Goda, K., Atkinson, G. M.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090007</dc:identifier>
<dc:title><![CDATA[Probabilistic Characterization of Spatially Correlated Response Spectra for Earthquakes in Japan [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3020</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3003</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3021?rss=1">
<title><![CDATA[Lg Attenuation near the North Korean Border with China, Part I: Model Development from Regional Earthquake Sources [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3021?rss=1</link>
<description><![CDATA[
<p>We have collected broadband data from three seismic networks&mdash;two portable and one permanent&mdash;in a remote part of northeast China bordering North Korea. The combined network coverage allows first-hand investigations of seismic-wave propagation in a region of import for nuclear test ban monitoring research. Application of the reversed two-station method to the newly acquired data has produced stable measurements of the quality factor <I>Q</I> (=<I>Q</I><SUB>0</SUB><I>f</I><sup><I></I></sup>) for <I>Lg</I> waves. The results, a weighted regional average over 23 interstation paths involving 51 events and 21 stations, point to 1&nbsp;Hz <I>Q</I> (or <I>Q</I><SUB>0</SUB>) of 345 and <I></I> of 0.38 in a jarring incongruity with what appears to be a popular perception of the region as being of very low attenuation for <I>Lg</I> waves. The results also show that <I>Lg</I> <I>Q</I> varies from one interstation path to another. The highest <I>Lg</I>-wave attenuation (110&lt;<I>Q</I><SUB>0</SUB>&lt;140) is found along interstation paths that crossed two recently active volcanoes (Huangyishan and Changbaishan). The subregion exhibiting the next highest <I>Lg</I> attenuation is Bohai, an extensional basin known to feature above-average heat flow.</p>
]]></description>
<dc:creator><![CDATA[Chun, K.-Y., Wu, Y., Henderson, G. A.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080316</dc:identifier>
<dc:title><![CDATA[Lg Attenuation near the North Korean Border with China, Part I: Model Development from Regional Earthquake Sources [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3029</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3021</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3030?rss=1">
<title><![CDATA[Lg Attenuation near the North Korean Border with China, Part II: Model Development from the 2006 Nuclear Explosion in North Korea [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3030?rss=1</link>
<description><![CDATA[
<p>An underground nuclear explosion was set off on 9 October 2006 in North Korea. The event was recorded at near regional to regional distances over purely continental paths by a network of broadband seismographs located along the northern edge of the Korean Peninsula. The event provided the first window of opportunity to make a reliable measurement of <I>Lg</I>-wave attenuation in northernmost North Korea, where the regional phase propagation characteristics are poorly known. The results of our analysis show <I>Q</I><SUB>0</SUB>=317&plusmn;14 and <I></I>=0.343&plusmn;0.024, in close agreement with the corresponding values obtained of late using a completely different methodology and an independent set of seismic recordings in an adjacent region to the northwest, in southern Jilin, and in Liaoning provinces in China.</p>
]]></description>
<dc:creator><![CDATA[Chun, K.-Y., Henderson, G. A.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080341</dc:identifier>
<dc:title><![CDATA[Lg Attenuation near the North Korean Border with China, Part II: Model Development from the 2006 Nuclear Explosion in North Korea [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3038</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3030</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3039?rss=1">
<title><![CDATA[Reflection and Transmission Imaging of the Upper Crust Using Local Earthquake Seismograms [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3039?rss=1</link>
<description><![CDATA[
<p>We utilize the characteristic features of primary <I>P</I>- and <I>SH</I>-wave coda and <I>Sp</I> waveforms from local microearthquake data and perform prestacking 1D migration in an attempt to image prominent reflectors in the upper crust of the New Madrid seismic zone (NMSZ). This methodology applies to data from broadband stations, PARM and PENM, of the Cooperative New Madrid Seismic Network (CNMSN). Nearby exploration well log acoustic data of the Wilson 2-14 and Dow Chemical/Wilson number 1 wells are used to constrain the upper 4&nbsp;km of <I>P</I>-wave velocity model. Despite polarity differences among <I>P</I>, <I>SH</I>, and <I>Sp</I> waveforms, this technique demonstrates that consistent reflectors in the deep sedimentary section can be imaged commonly among the three wave types. There are excellent correlations associated with the base of the upper Cretaceous/Holocene Mississippi Embayment Supergroup and the base of Knox group, which were also reported in a study of nearby seismic-reflection profiles by <cross-ref type="bib" refid="rf12">Hamilton and Zoback (1982)</cross-ref>. The Bonne Terre formation seems to be a prominent seismic stratigraphic marker associated with an interface displayed in the profiling. We find that earthquake event <I>S</I>-<I>P</I> times must be ~3 sec or more to resolve reflectors at about 4&nbsp;km depth. Possible basement at about 4.0 to 4.5&nbsp;km appears on the reflected <I>P</I>-wave image for PARM and <I>SH</I>-wave image for PENM. We conclude that the velocity structure of the upper 4&nbsp;km crust beneath PARM can be represented by a constant velocity of <f><inline-fig>
<link locator="3039eq1"></inline-fig></f> and <f><inline-fig>
<link locator="3039eq2"></inline-fig></f> for the unconsolidated sediments and <f><inline-fig>
<link locator="3039eq3"></inline-fig></f> and <f><inline-fig>
<link locator="3039eq4"></inline-fig></f> for the Paleozoic sedimentary rocks. A constant velocity of <f><inline-fig>
<link locator="3039eq5"></inline-fig></f> and <f><inline-fig>
<link locator="3039eq6"></inline-fig></f> for the unconsolidated sediments and <f><inline-fig>
<link locator="3039eq7"></inline-fig></f> and <f><inline-fig>
<link locator="3039eq8"></inline-fig></f> for the Paleozoic sedimentary rocks can represent structure beneath PENM.</p>
]]></description>
<dc:creator><![CDATA[Chi Chiu, S.-C., Langston, C. A.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080249</dc:identifier>
<dc:title><![CDATA[Reflection and Transmission Imaging of the Upper Crust Using Local Earthquake Seismograms [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3054</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3039</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3055?rss=1">
<title><![CDATA[Frequency-Dependent Acoustic-Seismic Coupling of Meteor Shock Waves [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3055?rss=1</link>
<description><![CDATA[
<p>Simultaneous infrasonic and seismic observations of meteor shock waves have been recorded at a collocated array in southwestern Ontario, Canada. Analysis of signals from seven events that exhibited acoustic&ndash;seismic coupling (representing 0.6% of the meteor flux detected using other systems) suggests significant filtering and amplitude enhancement indicative of a frequency-dependent acoustic transfer function. The acoustic response at the site possesses the properties of an ~10 Hz high-pass filter on incident shock waves, with ground motions up to an order of magnitude larger than theoretical predictions. In terms of energy, the air-to-ground energy coupling efficiency is measured at 1.3&plusmn;0.8% above this cutoff. Overall coupling efficiencies, however, are much lower (between 0.0007% and 0.071%) as the dominant frequencies of the incident shock waves (typically 0.1&ndash;10&nbsp;Hz) are weak or nonexistent in the seismic signals. Such strong frequency-dependent effects suggest that, without detailed knowledge of the site and its influences on the subsequent ground motion, transformation of seismic data to produce pseudopressure data for the purposes of quantitative source-energy estimation may be unreliable for seismometers located within thick overburden.</p>
]]></description>
<dc:creator><![CDATA[Edwards, W. N., Brown, P. G., Eaton, D. W.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080226</dc:identifier>
<dc:title><![CDATA[Frequency-Dependent Acoustic-Seismic Coupling of Meteor Shock Waves [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3066</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3055</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3067?rss=1">
<title><![CDATA[Depth of Rock Damage from Strong Seismic Ground Motions near the 2004 Parkfield Mainshock [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3067?rss=1</link>
<description><![CDATA[
<p>Changes in the <I>S</I>-<I>P</I> delay of repeating earthquakes near Parkfield, California, after strong shaking in the 2004 mainshock, occur at surface stations but not at borehole stations. This result indicates that rock damage occurs mainly in the upper few tens of meters in fractured rock with a low seismic velocity. In addition, changes in coda-primary delay are comparable to changes in <I>S</I>-<I>P</I> delay. This observation along with the lack of <I>S</I>-<I>P</I> delay changes at borehole stations yields a simple model for the coda. Direct waves pass through the shallow damaged layer once. Coda waves scatter or refract in the deep undamaged subsurface and hence also pass through the subsurface just once. The coda, however, contains some brief reverberations within the shallow subsurface where the additional path length scales to the thickness of the shallow layer. The coda-primary delay measured by correlation includes both the zero delay change of direct coda and the increased delay of reverberating coda. Published changes in Rayleigh-wave group velocity before and after the Parkfield mainshock are compatible with their main cause being from the shallow velocity changes inferred from repeating earthquakes but have little spatial resolution. Stacking of earthquake seismograms resolved surface reflections at one shallow (63&nbsp;m deep) borehole station GHIB. A change in <I>P</I>-wave travel-time body of ~8 msec was marginally resolved and is compatible with the repeating earthquake <I>S</I>-<I>P</I> delay changes. Autocorrelation passive seismology resolved ~32 msec <I>P</I>-wave reverberation delay change above the 251&nbsp;m deep borehole station CCRB.</p>
]]></description>
<dc:creator><![CDATA[Sleep, N. H.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090065</dc:identifier>
<dc:title><![CDATA[Depth of Rock Damage from Strong Seismic Ground Motions near the 2004 Parkfield Mainshock [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3076</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3067</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3077?rss=1">
<title><![CDATA[The Puzzle of the 1996 Bardarbunga, Iceland, Earthquake: No Volumetric Component in the Source Mechanism [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3077?rss=1</link>
<description><![CDATA[
<p>A volcanic earthquake with <I>M</I><SUB>w</SUB> 5.6 occurred beneath the B&aacute;rdarbunga caldera in Iceland on 29 September 1996. This earthquake is one of a decade-long sequence of <f><inline-fig>
<link locator="3077eq1"></inline-fig></f> events at B&aacute;rdarbunga with non-double-couple mechanisms in the Global Centroid Moment Tensor catalog. Fortunately, it was recorded well by the regional-scale Iceland Hotspot Project seismic experiment. We investigated the event with a complete moment tensor inversion method using regional long-period seismic waveforms and a composite structural model. The moment tensor inversion using data from stations of the Iceland Hotspot Project yields a non-double-couple solution with a 67% vertically oriented compensated linear vector dipole component, a 32% double-couple component, and a statistically insignificant (2%) volumetric (isotropic) contraction. This indicates the absence of a net volumetric component, which is puzzling in the case of a large volcanic earthquake that apparently is not explained by shear slip on a planar fault. A possible volcanic mechanism that can produce an earthquake without a volumetric component involves two offset sources with similar but opposite volume changes. We show that although such a model cannot be ruled out, the circumstances under which it could happen are rare.</p>
]]></description>
<dc:creator><![CDATA[Tkalcic, H., Dreger, D. S., Foulger, G. R., Julian, B. R.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080361</dc:identifier>
<dc:title><![CDATA[The Puzzle of the 1996 Bardarbunga, Iceland, Earthquake: No Volumetric Component in the Source Mechanism [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3085</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3077</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/5/3086?rss=1">
<title><![CDATA[New Finite Difference Formulations for Interfaces in Layered Media [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/5/3086?rss=1</link>
<description><![CDATA[
<p>New finite difference formulations are developed that model the interface between two bonded elastic solids in two dimensions. The new methods achieve the same order of accuracy as that obtained for the solid body nodes. The stability of the formulations is demonstrated. Their greater accuracy compared with earlier formulations is shown in a test using known exact solutions.</p>
]]></description>
<dc:creator><![CDATA[Stacey, R.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090013</dc:identifier>
<dc:title><![CDATA[New Finite Difference Formulations for Interfaces in Layered Media [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3093</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3086</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/5/3094?rss=1">
<title><![CDATA[Erratum to Response Spectra for Near-Source, Differential, and Rotational Strong Ground Motion [Erratum]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/5/3094?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Jalali, R. S., Trifunac, M. D.]]></dc:creator>
<dc:date>Wed, 23 Sep 2009 12:10:15 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090112</dc:identifier>
<dc:title><![CDATA[Erratum to Response Spectra for Near-Source, Differential, and Rotational Strong Ground Motion [Erratum]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>5</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>3095</prism:endingPage>
<prism:publicationDate>2009-10-01</prism:publicationDate>
<prism:startingPage>3094</prism:startingPage>
<prism:section>Erratum</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2053?rss=1">
<title><![CDATA[Uniform California Earthquake Rupture Forecast, Version 2 (UCERF 2) [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2053?rss=1</link>
<description><![CDATA[
<p>The 2007 Working Group on California Earthquake Probabilities (WGCEP, <cross-ref type="bib" refid="rf106">2007)</cross-ref> presents the Uniform California Earthquake Rupture Forecast, Version 2 (UCERF  2). This model comprises a time-independent (Poisson-process) earthquake rate model, developed jointly with the National Seismic Hazard Mapping Program and a time-dependent earthquake-probability model, based on recent earthquake rates and stress-renewal statistics conditioned on the date of last event. The models were developed from updated statewide earthquake catalogs and fault deformation databases using a uniform methodology across all regions and implemented in the modular, extensible Open Seismic Hazard Analysis framework. The rate model satisfies integrating measures of deformation across the plate-boundary zone and is consistent with historical seismicity data. An overprediction of earthquake rates found at intermediate magnitudes (6.5&le;<I>M</I>&le;7.0) in previous models has been reduced to within the 95% confidence bounds of the historical earthquake catalog. A logic tree with 480 branches represents the epistemic uncertainties of the full time-dependent model. The mean UCERF  2 time-dependent probability of one or more <I>M</I>&ge;6.7 earthquakes in the California region during the next 30&nbsp;yr is 99.7%; this probability decreases to 46% for <I>M</I>&ge;7.5 and to 4.5% for <I>M</I>&ge;8.0. These probabilities do not include the Cascadia subduction zone, largely north of California, for which the estimated 30&nbsp;yr, <I>M</I>&ge;8.0 time-dependent probability is 10%. The <I>M</I>&ge;6.7 probabilities on major strike-slip faults are consistent with the WGCEP <cross-ref type="bib" refid="rf105">(2003)</cross-ref> study in the San Francisco Bay Area and the WGCEP <cross-ref type="bib" refid="rf104">(1995)</cross-ref> study in southern California, except for significantly lower estimates along the San Jacinto and Elsinore faults, owing to provisions for larger multisegment ruptures. Important model limitations are discussed.</p>
]]></description>
<dc:creator><![CDATA[Field, E. H., Dawson, T. E., Felzer, K. R., Frankel, A. D., Gupta, V., Jordan, T. H., Parsons, T., Petersen, M. D., Stein, R. S., Weldon, R. J., Wills, C. J.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080049</dc:identifier>
<dc:title><![CDATA[Uniform California Earthquake Rupture Forecast, Version 2 (UCERF 2) [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2107</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2053</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2108?rss=1">
<title><![CDATA[Probabilistic Seismic Hazard Model for Vanuatu [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2108?rss=1</link>
<description><![CDATA[
<p>This study develops a preliminary probabilistic seismic hazard model for Vanuatu. The area of investigation, formerly referred to as the New Hebrides, lies in the center of a chain of partly vulcanologically active islands that mark the present-day boundary between the Australia-India plate and the microplate of the North Fiji basin. The seismicity of the Vanuatu arc is dominated by an east-dipping subduction zone, which shows striking structural anomalies in the central part between 14&deg; and 18&deg;&nbsp;S. Our historical catalog contains 7519 events within the Vanuatu region for the period from 1964 to 2003, drawn from the global teleseismic catalogs by the United States Geological Survey/National Earthquake Information Center (USGS/NEIC, see <cross-ref type="sec" refid="sc7">Data and Resources</cross-ref> section) and <cross-ref type="bib" refid="rf20">Engdahl <I>et&nbsp;al.</I> (1998)</cross-ref>. As a measure of seismic hazard, we use horizontal peak ground acceleration (PGA) and horizontal spectral ground acceleration (SGA) at a period of 1&nbsp;sec. The hazard estimates are based on a logic-tree approach to account for the epistemic uncertainties associated with our analysis. Our results suggest that the entire island arc experiences a high and uniform seismic hazard. Typical values for PGAs range from 0.65<I>g</I> to 0.77<I>g</I> with a 10% probability of exceedence in 50&nbsp;yr. For Port Vila, the capital and largest city in Vanuatu, we additionally present a PGA hazard curve and a uniform hazard spectrum over the period range 0.1&ndash;2&nbsp;sec.</p>
]]></description>
<dc:creator><![CDATA[Suckale, J., Grunthal, G.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080188</dc:identifier>
<dc:title><![CDATA[Probabilistic Seismic Hazard Model for Vanuatu [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2126</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2108</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2127?rss=1">
<title><![CDATA[Reassessment of Probabilistic Seismic Hazard in the Marmara Region [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2127?rss=1</link>
<description><![CDATA[
<p>In 1999, the eastern coastline of the Marmara region (Turkey) witnessed increased seismic activity on the North Anatolian fault (NAF) system with two damaging earthquakes (<I>M</I>&nbsp;7.4 Kocaeli and <I>M</I>&nbsp;7.2 D&uuml;zce) that occurred almost three months apart. These events have reduced stress on the western segment of the NAF where it continues under the Marmara Sea. The undersea fault segments have been recently explored using bathymetric and reflection surveys. These recent findings helped scientists to understand the seismotectonic environment of the Marmara basin, which has remained a perplexing tectonic domain. On the basis of collected new data, seismic hazard of the Marmara region is reassessed using a probabilistic approach. Two different earthquake source models: (1)&nbsp;the smoothed-gridded seismicity model and (2)&nbsp;fault model and alternate magnitude-frequency relations, Gutenberg&ndash;Richter and characteristic, were used with local and imported ground-motion-prediction equations. Regional exposure is computed and quantified on a set of hazard maps that provide peak horizontal ground acceleration (PGA) and spectral acceleration at 0.2 and 1.0&nbsp;sec on uniform firm-rock site condition (760 m/sec average shear wave velocity in the upper 30&nbsp;m). These acceleration levels were computed for ground motions having 2% and 10% probabilities of exceedance in 50&nbsp;yr, corresponding to return periods of about 2475 and 475&nbsp;yr, respectively. The maximum PGA computed (at rock site) is 1.5<I>g</I> along the fault segments of the NAF zone extending into the Marmara Sea. The new maps generally show 10% to 15% increase for PGA, 0.2 and 1.0&nbsp;sec spectral acceleration values across much of Marmara compared to previous regional hazard maps. Hazard curves and smooth design spectra for three site conditions: rock, soil, and soft-soil are provided for the Istanbul metropolitan area as possible tools in future risk estimates.</p>
]]></description>
<dc:creator><![CDATA[Kalkan, E., Gulkan, P., Yilmaz, N., Celebi, M.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080285</dc:identifier>
<dc:title><![CDATA[Reassessment of Probabilistic Seismic Hazard in the Marmara Region [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2146</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2127</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2147?rss=1">
<title><![CDATA[Major Earthquakes Recorded by Speleothems in Midwestern U.S. Caves [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2147?rss=1</link>
<description><![CDATA[
<p>Historic earthquakes generated by the New Madrid seismic zone represent some of the largest recorded in the United States, yet prehistoric events are recognized only through deformation in late-Wisconsin to Holocene-age, near surface sediments (liquefaction, monoclinal folding, and changes in river meanders). In this article, we show that speleothems in caves of southwestern Illinois and southeastern Missouri may constitute a previously unrecognized recorder of large earthquakes in the U.S. midcontinent region. The timing of the initiation and regrowth of stalagmites in southwestern Illinois and southeastern Missouri caves is consistent with the historic and prehistoric record of several known seismic events in the U.S. midcontinent region. We conclude that dating the initiation of original stalagmite growth and later postearthquake rejuvenation constitutes a new paleoseismic method that has the potential for being applied to any region around the world in the vicinity of major seismic zones where caves exist. Use of this technique could expand the geographical distribution of paleoseimic data, document prehistoric earthquakes, and help improve interpretations of paleoearthquakes.</p>
]]></description>
<dc:creator><![CDATA[Panno, S. V., Lundstrom, C. C., Hackley, K. C., Curry, B. B., Fouke, B. W., Zhang, Z.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080261</dc:identifier>
<dc:title><![CDATA[Major Earthquakes Recorded by Speleothems in Midwestern U.S. Caves [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2154</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2147</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2155?rss=1">
<title><![CDATA[Tectonic Geomorphology of the Southernmost Sagaing Fault and Surface Rupture Associated with the May 1930 Pegu (Bago) Earthquake, Myanmar [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2155?rss=1</link>
<description><![CDATA[
<p>The Sagaing fault is a continental transform fault between the India and Sunda plates that connects spreading centers in the Andaman Sea and the continental convergence zone along the Himalayan front. Several <I>M</I>&gt;7 earthquakes occurred along the fault in the last century, and Global Positioning System campaigns revealed a right-lateral slip rate of 18 mm/yr, about half of the total India&ndash;Sunda displacement rate of 35 mm/yr. However, there are few fundamental geologic data on the Sagaing fault, such as detailed fault trace locations, information on late Quaternary slip rate, or spatial extent of surface ruptures during historical earthquakes. We conducted geologic field investigations along the southernmost 120&nbsp;km long stretch of the fault zone that ruptured during the <I>M</I>&nbsp;7.3 1930 Pegu (Bago) earthquake. We found well-defined tectonic geomorphic features across a deltaic lowland, including fault scarps, tectonic depressions, stream offsets, and pressure ridges. The sense of displacement is predominantly right-lateral strike-slip with vertical motion less than 1/5 of horizontal motion. Based on right-lateral offsets of stream channels, terrace risers, and property boundaries, we estimate coseismic displacement during the 1930 earthquake as &ge;3.0 m. This in turn gives us a preliminary recurrence interval of surface-rupturing earthquakes on the Sagaing fault east of Yangon as &ge;160 yr. Coulomb stress change induced by the May 1930 Pegu (Bago) earthquake may have triggered the December 1930 Pyu earthquake immediately to the north. This study demonstrates that detailed geomorphic investigations are key for a better assessment of seismic hazard for the Sagaing fault.</p>
]]></description>
<dc:creator><![CDATA[Tsutsumi, H., Sato, T.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080113</dc:identifier>
<dc:title><![CDATA[Tectonic Geomorphology of the Southernmost Sagaing Fault and Surface Rupture Associated with the May 1930 Pegu (Bago) Earthquake, Myanmar [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2168</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2155</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2169?rss=1">
<title><![CDATA[Analysis of the Tsunami Generated by the Great 1977 Sumba Earthquake that Occurred in Indonesia [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2169?rss=1</link>
<description><![CDATA[
<p>The great outer-rise earthquake (<I>M</I><SUB>w</SUB> 8.3) occurred near the Sunda trench, Indonesia, on 19 August 1977. The earthquake has been previously studied using seismological data. The earthquake generated a large tsunami that caused severe damage in Sumbawa and Sumba Islands in Indonesia. The tsunami was also observed at tide gauges in Australia. We numerically computed a far-field tsunami, and we compared the observed tsunami waveforms on three tide gauges with the computed waveforms. We also numerically computed the tsunami inundation and compared the observed tsunami run-up of 8&nbsp;m and tsunami inundation distance of 500&nbsp;m in Lunyuk on Sumbawa Island with the computed ones. To explain the observed tsunami waveforms, tsunami run-up, and tsunami inundation distance, the slip amount is found to be 3&nbsp;m on the assumed fault model (with a fault length of 200&nbsp;km and fault width of 70&nbsp;km). The rigidity is assumed to range between 6.0 and 6.8<FONT FACE="arial,helvetica">x</FONT>10<sup>10</sup> N m<sup>-2</sup>, and the range of the total seismic moment is calculated to be between 2.5 and 2.9<FONT FACE="arial,helvetica">x</FONT>10<sup>21</sup> N m (<I>M</I><SUB>w</SUB> 8.2), which is similar to those estimated by the previous seismological studies. Additionally, we calculated the ratio between the observed tsunami run-up and the computed maximum tsunami height along the coastline of Lunyuk. This ratio, called the amplification factor, may possibly be used to roughly estimate the tsunami run-up from a tsunami numerical calculation result on a coarse grid system.</p>
]]></description>
<dc:creator><![CDATA[Gusman, A. R., Tanioka, Y., Matsumoto, H., Iwasaki, S.-I.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080324</dc:identifier>
<dc:title><![CDATA[Analysis of the Tsunami Generated by the Great 1977 Sumba Earthquake that Occurred in Indonesia [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2179</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2169</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2180?rss=1">
<title><![CDATA[Surface Displacement and Groundwater Level Changes Associated with the 24 May 2006 Mw 5.4 Morelia Fault Earthquake, Mexicali Valley, Baja California, Mexico [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2180?rss=1</link>
<description><![CDATA[
<p>On 24 May 2006, a moderate-size (<I>M</I><SUB>w</SUB> 5.4) earthquake occurred in the Mexicali Valley, Mexico. The event created 5&nbsp;km of surface rupture. Associated deformation was recorded by geotechnical instruments, leveling profile, and synthetic aperture radar interferometry. A coseismic steplike groundwater level change was detected at seven wells. The surface rupture consisted of up to 30&nbsp;cm of primarily normal displacement. 20&ndash;25&nbsp;cm of vertical offset was recorded by a crackmeter and 20&nbsp;cm on leveling line. We created Envisat C-band interferograms spanning the 24 May 2006 earthquake to image the coseismic displacement. Although the coherence of the interferometric images is low, the images clearly show a spatial displacement field centered on the known surface rupture that is consistent with the expected sense of motion. The interferograms and leveling line also include subsidence related to geothermal production. This anthropogenic subsidence component was estimated using a pre-event interferogram. Source parameters for the earthquake were estimated using forward modeling of both surface deformation data and static volume strain change (inferred from coseismic changes in groundwater level). Modeling was based on finite rectangular fault embedded in an elastic media. The preferred fault model has a strike, rake, and dip of (48&deg;, -89&deg;, 45&deg;) and has a length of 5.2&nbsp;km, width of 6.7&nbsp;km, and 34&nbsp;cm of uniform slip. The geodetic moment, based on the modeled fault parameters, is <f><inline-fig>
<link locator="2180eq1"></inline-fig></f>. The model matched the observed surface deformation, expected groundwater changes, and teleseismic moment reasonably well.</p>
]]></description>
<dc:creator><![CDATA[Sarychikhina, O., Glowacka, E., Mellors, R., Vazquez, R., Munguia, L., Guzman, M.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080228</dc:identifier>
<dc:title><![CDATA[Surface Displacement and Groundwater Level Changes Associated with the 24 May 2006 Mw 5.4 Morelia Fault Earthquake, Mexicali Valley, Baja California, Mexico [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2189</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2180</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2190?rss=1">
<title><![CDATA[San Andreas Fault Geometry at Desert Hot Springs, California, and Its Effects on Earthquake Hazards and Groundwater [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2190?rss=1</link>
<description><![CDATA[
<p>The Mission Creek and Banning faults are two of the principal strands of the San Andreas fault zone in the northern Coachella Valley of southern California. Structural characteristics of the faults affect both regional earthquake hazards and local groundwater resources. We use seismic, gravity, and geological data to characterize the San Andreas fault zone in the vicinity of Desert Hot Springs. Seismic images of the upper 500&nbsp;m of the Mission Creek fault at Desert Hot Springs show multiple fault strands distributed over a 500&nbsp;m wide zone, with concentrated faulting within a central 200&nbsp;m wide area of the fault zone. High-velocity (up to 5000 m/sec) rocks on the northeast side of the fault are juxtaposed against a low-velocity (&lt;2000 m/sec) basin on the southwest side within the upper few hundred meters. Near-surface strands of the Mission Creek fault dip steeply southwestward and northeastward and merge at depth to form a narrower, steeply southwestward-dipping or near-vertical (80&deg; to 90&deg;) fault zone. The Banning fault, in contrast, dips northeastward (45&deg; to 70&deg;) toward the Mission Creek fault, and the two faults likely merge into a single San Andreas fault zone at depth, indicating a transtensional fault system. Mainshock hypocenters for two of the historically largest (<I>M</I>&gt;6.0) earthquakes in the area (in 1948 and 1986) occurred at or near the depths (~10 to 12&nbsp;km) of the merged (San Andreas) fault. Large-magnitude earthquakes that nucleate at or below the merged fault will likely generate strong shaking from guided waves along both fault zones and from amplified seismic waves in the low-velocity basin between the two fault zones. The Mission Creek fault zone is a groundwater barrier with the top of the water table varying by 60&nbsp;m in depth and the aquifer varying by about 50&nbsp;m in thickness across a 200&nbsp;m wide zone of concentrated faulting.</p>
]]></description>
<dc:creator><![CDATA[Catchings, R. D., Rymer, M. J., Goldman, M. R., Gandhok, G.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080117</dc:identifier>
<dc:title><![CDATA[San Andreas Fault Geometry at Desert Hot Springs, California, and Its Effects on Earthquake Hazards and Groundwater [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2207</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2190</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2208?rss=1">
<title><![CDATA[A Comprehensive Study of the Seismicity of the Kenai Peninsula-Cook Inlet Region, South-Central Alaska [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2208?rss=1</link>
<description><![CDATA[
<p>We compare 30&nbsp;yr of background seismicity of the Kenai Peninsula&ndash;Cook Inlet region (extending from eastern Prince William Sound&ndash;Kayak Island to west of the Cook Inlet volcanic arc) to potential field (gravity, magnetics), tomographic, Global Positioning System&ndash;geodesy, and geologic information to better determine factors controlling seismicity. We also compare the occurrence of <I>M</I><SUB>w</SUB>&gt;5 events over the past 80&ndash;100&nbsp;yr to background seismicity in an effort to determine how reflective background seismicity is of the regional seismic hazard. Our results indicate that contrasts in upper plate rheology leading to changes in density, magnetic susceptibility, and velocity of the upper plate serve to concentrate seismicity. The southwestern edge of the subducting Yakutat microplate has a strong influence on both upper and lower plate seismicity. Density and velocity contrasts also indicate changes in lower plate rheology that influence the location of deeper (&gt;30 km) seismicity and the occurrence of a double seismic zone within the subducting Pacific plate.</p>
]]></description>
<dc:creator><![CDATA[Doser, D. I., Veilleux, A. M.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080251</dc:identifier>
<dc:title><![CDATA[A Comprehensive Study of the Seismicity of the Kenai Peninsula-Cook Inlet Region, South-Central Alaska [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2222</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2208</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2223?rss=1">
<title><![CDATA[Real-Time Determination of Seismic Moment Tensor for the Italian Region [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2223?rss=1</link>
<description><![CDATA[
<p>We describe the automatic (AUTO) and the reviewed (REV) seismic time-domain moment tensor (TDMT) procedures implemented recently at the Istituto Nazionale di Geofisica e Vulcanologia (INGV), Italy. The solutions are obtained from the high-quality data of the recently installed Italian broadband network and of the Mediterranean seismographic network (MedNet). AUTO- and REV-TDMT adopt the long-period full waveform inversion code developed by <cross-ref type="bib" refid="rf13">Dreger and Helmberger (1993)</cross-ref>. AUTO-TDMT is triggered by local and regional events with magnitude <I>M</I><SUB>L</SUB>&ge;3.5 detected by the INGV seismic center. Moment tensor solutions are available within about 10&nbsp;min after earthquake location, and they are automatically published on the World Wide Web for solution qualities exceeding a predefined threshold. REV-TDMT solutions are posted on the World Wide Web and included in the INGV-TDMT catalog after manual revision. The catalog we describe has great potential to improve our understanding of the regional seismicity and of the ongoing tectonics because the TDMT solutions are the only moment tensors and moment magnitudes released for Italy for many of the events with <I>M</I><SUB>L</SUB>&le;4.2.</p>
]]></description>
<dc:creator><![CDATA[Scognamiglio, L., Tinti, E., Michelini, A.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080104</dc:identifier>
<dc:title><![CDATA[Real-Time Determination of Seismic Moment Tensor for the Italian Region [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2242</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2223</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2243?rss=1">
<title><![CDATA[Focal Mechanisms from Sparse Observations by Nonlinear Inversion of Amplitudes: Method and Tests on Synthetic and Real Data [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2243?rss=1</link>
<description><![CDATA[
<p>The purpose of this article is to address the problem of the focal mechanism determination using few seismological records acquired by a sparse network of 3-component sensors. Such cases are frequently encountered in reservoir contexts for the monitoring of the fluid-induced microseismicity.</p>
<p>Focal mechanisms of fluid-induced earthquakes are characterized by a non-double-couple part. However, we show and discuss that the double-couple moment tensor approximation is valid as a source model.</p>
<p>Then, we propose a nonlinear inversion method of the direct <I>P</I>-, <I>SV</I>- and <I>SH</I>-wave amplitudes, based on a simulated annealing algorithm to determine double-couple focal mechanisms. Simultaneously, we determine the associated uncertainty. We take into account three sources of uncertainty related to the convergence process of the inversion to the amplitude picking uncertainty caused by the noise level and to the uncertainty of the event location. First, we test our method on synthetic data. Second, we apply the method on four events induced in the Soultz-sous-For&ecirc;ts geothermal field whose focal mechanisms were already determined by <cross-ref type="bib" refid="rf6">Charlety <I>et&nbsp;al.</I> (2007)</cross-ref>. We obtain focal mechanisms with uncertainties containing the solutions previously determined.</p>
<p>Finally, we evaluate the required minimum number of sensors and their geometrical configuration to obtain a focal mechanism. The direction of the nodal planes and the type of mechanism are retrieved for data sets as small as three 3-component stations. The tests also reveal that the reliability of the fault plane solution depends on the configuration the stations used. It also seems that the coverage of the focal sphere by the stations, that is, the opening angle of the network and the coverage of several quadrants, has an influence on the reliability of the fault plane solution retrieval. The use of only one 3-component sensor allows retrieval of the type of focal mechanism in most of the cases studied.</p>
]]></description>
<dc:creator><![CDATA[Godano, M., Regnier, M., Deschamps, A., Bardainne, T., Gaucher, E.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080210</dc:identifier>
<dc:title><![CDATA[Focal Mechanisms from Sparse Observations by Nonlinear Inversion of Amplitudes: Method and Tests on Synthetic and Real Data [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2264</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2243</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2265?rss=1">
<title><![CDATA[Resolution of Non-Double-Couple Mechanisms: Simulation of Hypocenter Mislocation and Velocity Structure Mismodeling [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2265?rss=1</link>
<description><![CDATA[
<p>Mechanisms of earthquakes and induced seismic events are frequently found using the moment tensor description rather than the traditional double couple (DC), as it allows for nonshear source phenomena. However, non-DC source components are sensitive to event mislocations and inexact velocity models of the crust. Inaccuracies such as these can generate spurious non-DC components in the mechanism, which should be taken into account during the interpretation. We perform a synthetic case study simulating seismic observations at Soultz-sous-For&ecirc;ts, Alsace, hot dry rock (HDR) site. Synthetic <I>P</I> and <I>S</I> amplitudes for several shear-tensile source models are inverted, assuming hypocenter mislocation and velocity structure mismodeling in several types of station coverage. Satisfactory reconstruction of the source mechanism is achieved, except for rather extreme model simplification and extremely poor station coverage. Thus, our results suggest that non-DC mechanisms can be successfully resolved in local studies with reasonable station configuration, when errors in event location and velocity profile are realistic.</p>
]]></description>
<dc:creator><![CDATA[Sileny, J.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080335</dc:identifier>
<dc:title><![CDATA[Resolution of Non-Double-Couple Mechanisms: Simulation of Hypocenter Mislocation and Velocity Structure Mismodeling [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2272</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2265</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2273?rss=1">
<title><![CDATA[Apparent Weekly and Daily Earthquake Periodicities in the Western United States [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2273?rss=1</link>
<description><![CDATA[
<p>Analysis of apparent seismicity rate (ASR) using magnitude &ge;1 earthquakes located in the western United States confirmed the existence of prominent spectral peaks with periods of 1 and 7&nbsp;days. The number of recorded earthquakes on Sundays for the duration of 1963&ndash;2008 is about 5% higher than that on weekdays, and, more significantly, there is a 9% increase of ASR in the early morning compared with that in the middle of the days. Significant similarities in the spatial distributions of the weekly and daily variations suggest that the two types of variations have the same sources and both originate from periodic variations in cultural noise that lead to periodic variations in the detectability of the seismic networks. Comparisons with freeway traffic flow data suggest that traffic flow on the freeways is not the only significant factor in the observed periodicities. Instead, ambient noise from all the ground traffic, operating machineries, and building shaking is probably the major cause of the observed apparent periodicities. The observed temporal variations in ambient noise as reflected by the ASR can be used as objective guidelines for choosing the best time/day for noise-sensitive scientific experiments.</p>
]]></description>
<dc:creator><![CDATA[Atef, A. H., Liu, K. H., Gao, S. S.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080217</dc:identifier>
<dc:title><![CDATA[Apparent Weekly and Daily Earthquake Periodicities in the Western United States [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2279</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2273</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2280?rss=1">
<title><![CDATA[Seismicity Rate Changes along the Central California Coast due to Stress Changes from the 2003 M 6.5 San Simeon and 2004 M 6.0 Parkfield Earthquakes [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2280?rss=1</link>
<description><![CDATA[
<p>We investigated the relationship between seismicity rate changes and modeled Coulomb static stress changes from the 2003 <I>M</I>&nbsp;6.5 San Simeon and the 2004 <I>M</I>&nbsp;6.0 Parkfield earthquakes in central California. Coulomb stress modeling indicates that the San Simeon mainshock loaded parts of the Rinconada, Hosgri, and San Andreas strike-slip faults, along with the reverse faults of the southern Los Osos domain. All of these loaded faults, except for the San Andreas, experienced a seismicity rate increase at the time of the San Simeon mainshock. The Parkfield earthquake occurred 9&nbsp;months later on the loaded portion of the San Andreas fault. The Parkfield earthquake unloaded the Hosgri fault and the reverse faults of the southern Los Osos domain, which both experienced seismicity rate decreases at the time of the Parkfield event, although the decreases may be related to the decay of San Simeon-triggered seismicity. Coulomb stress unloading from the Parkfield earthquake appears to have altered the aftershock decay rate of the southern cluster of San Simeon aftershocks, which is deficient compared to the expected number of aftershocks from the Omori decay parameters based on the pre-Parkfield aftershocks. Dynamic stress changes cannot explain the deficiency of aftershocks, providing evidence that static stress changes affect earthquake occurrence. However, a burst of seismicity following the Parkfield earthquake at Ragged Point, where the static stress was decreased, provides evidence for dynamic stress triggering. It therefore appears that both Coulomb static stress changes and dynamic stress changes affect the seismicity rate.</p>
]]></description>
<dc:creator><![CDATA[Aron, A., Hardebeck, J. L.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080239</dc:identifier>
<dc:title><![CDATA[Seismicity Rate Changes along the Central California Coast due to Stress Changes from the 2003 M 6.5 San Simeon and 2004 M 6.0 Parkfield Earthquakes [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2292</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2280</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2293?rss=1">
<title><![CDATA[Effect of Thermal Pressurization on Radiation Efficiency [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2293?rss=1</link>
<description><![CDATA[
<p>The radiation efficiency, <I></I><SUB><I>R</I></SUB>, is an important parameter showing the source property. It is strongly affected by the variation in shear stress with slip. Thermal pressurization is considered to be a significant mechanism in controlling such a variation, thus influencing <I></I><SUB><I>R</I></SUB>. In this study, the formula of <I></I><SUB><I>R</I></SUB> as a function of slip, <I></I>, on the basis of two end-member models of thermal pressurization, that is, the adiabatic-undrained-deformation (AUD) model and slip-on-a-plane (SOP) model proposed by <cross-ref type="bib" refid="rf22">Rice (2006)</cross-ref>, is derived. The controlling parameters of the AUD and SOP models are, respectively, <I></I><SUB><I>c</I></SUB> and <I>L</I><sup>*</sup>, which are dependent on thermal, mechanical, and hydraulic parameters of fault rocks. Modeled results suggest that thermal pressurization controls the variation in shear stress with slip and thus influences the radiation efficiency. Results show that <I></I><SUB><I>R</I></SUB> increases with <I></I>. The increasing rate of <I></I><SUB><I>R</I></SUB> with <I></I> is high at small <I></I> and low at large <I></I>. This indicates that <I></I><SUB><I>R</I></SUB> varies very much with <I></I> for small earthquakes and only slightly depends on <I></I> for large events. For the two end-member models, <I></I><SUB><I>R</I></SUB> increases with decreasing <I></I><SUB><I>c</I></SUB> (or <I>L</I><sup>*</sup>). When <I></I><SUB><I>c</I></SUB>=<I>L</I><sup>*</sup>, <I></I><SUB><I>R</I></SUB> is higher for the AUD model than for the SOP model. The thermal pressurization model is also applied to investigate the shear stress&ndash;slip function in a 5 <FONT FACE="arial,helvetica">x</FONT>5 km square covering a drilled site on the fault plane of the 1999 Chi-Chi, Taiwan, earthquake inferred from seismograms. Results show that the AOD model is more appropriate to describe the inferred shear stress&ndash;slip function than the SOP model, and the proposed model is a modified one from the AUD model by including a small amount of loss of frictional heat from the slip zone during faulting.</p>
]]></description>
<dc:creator><![CDATA[Wang, J.-H.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080187</dc:identifier>
<dc:title><![CDATA[Effect of Thermal Pressurization on Radiation Efficiency [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2304</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2293</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2305?rss=1">
<title><![CDATA[Estimation of the High-Frequency Radiation of the 2000 Tottori (Japan) Earthquake Based on a Dynamic Model of Fault Rupture: Application to the Strong Ground Motion Simulation [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2305?rss=1</link>
<description><![CDATA[
<p>In the present study we investigate the high-frequency (HF) radiation mechanism of the 2000 Tottori earthquake in Japan based on a 3D spontaneous fault rupture dynamic model. We generalize the model of HF radiation of a suddenly stopping circular crack (<cross-ref type="bib" refid="rf44">Madariaga, 1977</cross-ref>; <cross-ref type="bib" refid="rf6">Boatwright, 1982</cross-ref>) to the radiation from a general 3D rupture in a planar fault, where HF is radiated during gradual changes of rupture velocity at the rupture front. Local rupture velocity changes are expressed as the divergence of local rupture velocity vectors that are derived from gradients of rupture times from the dynamic model. Our numerical model of the Tottori earthquake indicates that rupture velocity changes are largely induced by barriers (locally stronger fault sections) across the fault plane and that HF radiation mainly originates within asperities (large stress-drop regions) in areas where the product of dynamic stress drop and rupture velocity changes is maximum. We develop a strong ground motion simulation methodology that incorporates HF radiation inferred from a dynamic fault rupture model. Using this methodology we investigate the HF radiation of the Tottori earthquake by inverting observed near-source acceleration envelopes of the earthquake. Our inversion results corroborate that HF radiation originates within asperities and show that significant HF radiation represents no more than a 20% of the total asperity area. Our results show that the incorporation of a directivity factor, on the basis of a well-defined physical rupture model to the radiation pattern leads to a significant improvement in fitting of observed ground motions. Our simulated near-source strong ground motions of the Tottori earthquake are also able to reproduce the <I></I><sup>-2</sup> radiation theoretically predicted in 2D dynamic fault rupture models.</p>
]]></description>
<dc:creator><![CDATA[Pulido, N., Dalguer, L. A.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080165</dc:identifier>
<dc:title><![CDATA[Estimation of the High-Frequency Radiation of the 2000 Tottori (Japan) Earthquake Based on a Dynamic Model of Fault Rupture: Application to the Strong Ground Motion Simulation [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2322</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2305</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2323?rss=1">
<title><![CDATA[Source Duration Scales with Magnitude Differently for Earthquakes on the San Andreas Fault and on Secondary Faults in Parkfield, California [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2323?rss=1</link>
<description><![CDATA[
<p>We used a comparison of source time function pulse widths to show that a group of earthquakes on the San Andreas fault near Parkfield have a constant duration over a magnitude range of 1.4&ndash;3.7. Earthquakes on secondary faults have an increase in duration with magnitude, which is the expected relationship for the usual observation of constant stress drop. The constant duration suggests that fault area is the same regardless of magnitude and that variations in stress drop are due entirely to variations in slip. Calculated stress-drop values on secondary faults range from 0.31 to 14&nbsp;MPa, and stress-drop values on the San Andreas fault range from 0.18 to 63&nbsp;MPa. The observation of constant duration on the San Andreas fault is consistent with a model of a locked asperity in a creeping fault. The differences in durations between the events on the San Andreas fault and on secondary faults suggest that earthquakes on the San Andreas fault are inherently different. We speculate that faults with more cumulative displacement have earthquakes that may rupture differently. Furthermore, the differences in source properties between the two populations might be explained by differences in fault surface roughness.</p>
]]></description>
<dc:creator><![CDATA[Harrington, R. M., Brodsky, E. E.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080216</dc:identifier>
<dc:title><![CDATA[Source Duration Scales with Magnitude Differently for Earthquakes on the San Andreas Fault and on Secondary Faults in Parkfield, California [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2334</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2323</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2335?rss=1">
<title><![CDATA[Deriving Empirical Ground-Motion Models: Balancing Data Constraints and Physical Assumptions to Optimize Prediction Capability [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2335?rss=1</link>
<description><![CDATA[
<p>Empirical ground-motion models used in seismic hazard analysis are commonly derived by regression of observed ground motions against a chosen set of predictor variables. Commonly, the model building process is based on residual analysis and/or expert knowledge and/or opinion, while the quality of the model is assessed by the goodness-of-fit to the data. Such an approach, however, bears no immediate relation to the predictive power of the model and with increasing complexity of the models is increasingly susceptible to the danger of overfitting. Here, a different, primarily data-driven method for the development of ground-motion models is proposed that makes use of the notion of generalization error to counteract the problem of overfitting. Generalization error directly estimates the average prediction error on data not used for the model generation and, thus, is a good criterion to assess the predictive capabilities of a model. The approach taken here makes only few <I>a priori</I> assumptions. At first, peak ground acceleration and response spectrum values are modeled by flexible, nonphysical functions (polynomials) of the predictor variables. The inclusion of a particular predictor and the order of the polynomials are based on minimizing generalization error. The approach is illustrated for the next generation of ground-motion attenuation dataset. The resulting model is rather complex, comprising 48 parameters, but has considerably lower generalization error than functional forms commonly used in ground-motion models. The model parameters have no physical meaning, but a visual interpretation is possible and can reveal relevant characteristics of the data, for example, the Moho bounce in the distance scaling. In a second step, the regression model is approximated by an equivalent stochastic model, making it physically interpretable. The resulting resolvable stochastic model parameters are comparable to published models for western North America. In general, for large datasets generalization error minimization provides a viable method for the development of empirical ground-motion models.</p>
]]></description>
<dc:creator><![CDATA[Kuehn, N. M., Scherbaum, F., Riggelsen, C.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080136</dc:identifier>
<dc:title><![CDATA[Deriving Empirical Ground-Motion Models: Balancing Data Constraints and Physical Assumptions to Optimize Prediction Capability [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2347</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2335</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2348?rss=1">
<title><![CDATA[A Bayesian Framework for Prediction of Seismic Ground Motion [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2348?rss=1</link>
<description><![CDATA[
<p>Current needs of the site-specific hazard and risk analysis for critical facilities and accumulation of the observed records make the development of site-specific ground-motion attenuation relationship feasible. The use of the site-specific attenuation relationship has two advantages: lack of bias and representation of the specific site. This study develops the site-specific attenuation relationship within the Bayesian updating framework. Rather than developing new attenuation relationships, we develop a correction term to the existing past attenuation equation within the Bayesian framework. The correction term is described as a linear function of source magnitude and distance. New data are those observed at the specific site in recent years. Although the use of a prior distribution is one of the most controversial issues of the Bayes&rsquo; theorem, both the noninformative prior and the informative prior in terms of the gamma-normal prior are used to develop the posterior distribution for the prediction of ground motion. We feel that the reader should focus on the development of the site-specific attenuation relationship and quantification of the uncertainty of ground-motion prediction. Statistical uncertainty has been ignored in the existing attenuation relationships, while it is not ignorable in the site-specific attenuation relationship due to the limited number of data available at the specific site. This is particularly notable for the ground-motion prediction of large-magnitude-near-source earthquakes where seismic hazard is sensitive. Because the unknown parameters are treated as random variables in the Bayesian approach, the statistical uncertainty associated with them can be quantified in terms of the posterior distribution. The Bayesian methodology will be an effective approach to updating the attenuation relationship on a site basis when new data from observations become available.</p>
]]></description>
<dc:creator><![CDATA[Wang, M., Takada, T.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080017</dc:identifier>
<dc:title><![CDATA[A Bayesian Framework for Prediction of Seismic Ground Motion [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2364</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2348</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2365?rss=1">
<title><![CDATA[Estimates of Shear-Wave Q and {kappa}0 for Unconsolidated and Semiconsolidated Sediments in Eastern North America [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2365?rss=1</link>
<description><![CDATA[
<p>Measured and calculated values of the effective quality factor <I>Q</I><SUB>ef</SUB> and the site attenuation parameter <I></I><SUB>0</SUB> for unconsolidated and semiconsolidated sediments in eastern North America (ENA) indicate that the latter is strongly dependent on sediment thickness. Estimates of <I></I><SUB>0</SUB> for National Earthquake Hazard Reduction Program (NEHRP) BC site profiles (sediment plus hard rock) in the Mississippi Embayment and the Atlantic Coastal Plain were found to increase from about 9 to 31&nbsp;msec for sediment thicknesses ranging from 116 to 600&nbsp;m. Stochastic simulations using the 175&nbsp;m thick hypothetical NEHRP BC site profile used to estimate ENA ground motions in the national seismic hazard maps by the U.S. Geological Survey (USGS) indicate that <f><inline-fig>
<link locator="2365eq1"></inline-fig></f> provides a smaller estimate of amplification that agrees more closely with the low-strain short-period site coefficients in the NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (NEHRP Provisions) than the 10&nbsp;msec value used by the USGS. A linear regression of the <I></I><SUB>0</SUB> estimates compiled in this study indicates that <f><inline-fig>
<link locator="2365eq2"></inline-fig></f> corresponds to a relatively thick BC sediment thickness of <f><inline-fig>
<link locator="2365eq3"></inline-fig></f>. These same stochastic simulations indicate that the relatively shallow USGS site profile provides estimates of amplification that are smaller than the low-strain long-period site coefficients in the NEHRP Provisions. The dependence of both site attenuation and site amplification on sediment thickness suggests that the use of a single reference site condition for hazard mapping might not be appropriate. Instead, these results imply that either a regional set of reference site profiles should be developed or that a more uniform site condition such as hard rock should be used to define a more stable reference site condition in ENA.</p>
]]></description>
<dc:creator><![CDATA[Campbell, K. W.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080116</dc:identifier>
<dc:title><![CDATA[Estimates of Shear-Wave Q and {kappa}0 for Unconsolidated and Semiconsolidated Sediments in Eastern North America [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2392</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2365</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2393?rss=1">
<title><![CDATA[Observations on Regional Variability in Ground-Motion Amplitudes for Small-to-Moderate Earthquakes in North America [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2393?rss=1</link>
<description><![CDATA[
<p>The regional variability in earthquake ground-motion amplitudes for a given magnitude and distance in western North American environments was examined using ShakeMap data from small-to-moderate events. The abundance of data for small-to-moderate events in California allows average ground-motion levels, as a function of magnitude and distance, to be resolved with a high level of confidence. Ground-motion amplitudes in northern California are lower on average than those for southern California, for events of the same magnitude, at distances in the range from 120 to 250&nbsp;km, over all frequencies. The observed regional variations could be indicative of regional differences in attenuation effects or site effects.</p>
<p>An unexpected result of the study is the finding that ground motions for events of <b>M</b>&lt;5.5 in California attenuate more rapidly with distance than predicted by the recent Pacific Earthquake Engineering Research Center&ndash;Next Generation Attenuation (PEER&ndash;NGA) ground-motion prediction equations for shallow crustal earthquakes in active tectonic regions (<cross-ref type="bib" refid="rf2">Abrahamson and Silva, 2008</cross-ref>; <cross-ref type="bib" refid="rf11">Boore and Atkinson, 2008</cross-ref>; <cross-ref type="bib" refid="rf14">Campbell and Bozorgnia, 2008</cross-ref>; <cross-ref type="bib" refid="rf15">Chiou and Youngs, 2008</cross-ref>). It appears that the limited <b>M</b>&lt;5.5 data used in the PEER-NGA study are not representative of ground motions from <b>M</b>&lt;5.5 events in California in general. (At larger magnitudes, however, the California ShakeMap observations converge with expectations based on the PEER-NGA equations.) By contrast, the California ground motions for <b>M</b>&lt;5.5 at distances less than 100&nbsp;km appear consistent with those that would be predicted by the ground-motion model of <cross-ref type="bib" refid="rf8">Atkinson and Boore (2006)</cross-ref> for eastern North America, if an adjustment is made for a factor of 2 difference in stress drop between eastern and western North America. This attests to the need to include a broad range of magnitudes and distances in the development of comprehensive ground-motion prediction models.</p>
]]></description>
<dc:creator><![CDATA[Atkinson, G. M., Morrison, M.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080223</dc:identifier>
<dc:title><![CDATA[Observations on Regional Variability in Ground-Motion Amplitudes for Small-to-Moderate Earthquakes in North America [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2409</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2393</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2410?rss=1">
<title><![CDATA[Along-Arc and Back-Arc Attenuation, Site Response, and Source Spectrum for the Intermediate-Depth 8 January 2006 M 6.7 Kythera, Greece, Earthquake [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2410?rss=1</link>
<description><![CDATA[
<p>An <b>M</b>&nbsp;6.7 intermediate-depth (66&nbsp;km), in-slab earthquake occurring near the island of Kythera in Greece on 8 January 2006 was well recorded on networks of stations equipped with acceleration sensors and with broadband velocity sensors. All data were recorded digitally using recording instruments with resolutions ranging from almost 11 to 24&nbsp;bits. We use data from these networks to study the distance dependence of the horizontal-component Fourier acceleration spectra (FAS) and horizontal-component pseudoabsolute response spectral acceleration (PSA). For purposes of simulating motions in the future, we parameterize the distance decay using several forms of the geometrical-spreading function, for each of which we derive <I>Q</I> as a function of frequency. By extrapolating the distance decay back to 1&nbsp;km, we obtain a reference spectrum that can be used in future simulations. This spectrum requires a more complicated spectral shape than the classic single-corner-frequency model; in particular, there appears to be an enhancement of motion around 0.2&ndash;0.3&nbsp;Hz that may be due to the radiation of a 3&ndash;5&nbsp;sec pulse from the source. We infer a <I></I><SUB>0</SUB> value of about 0.055&nbsp;sec for rock stations and a stress parameter in the range of 400&ndash;600&nbsp;bars. We also find distinctive differences in the site response of stations on soft soil and soil; both the FAS and the 5% damped PSA amplifications have similar peak amplitudes (about 2 and 4 for soil and soft-soil sites, respectively, relative to the rock sites) at similar frequencies (between about 0.4 and 2.0&nbsp;Hz, with the soft-soil amplifications peaking at somewhat lower frequencies than the soil amplifications). One of the most distinctive features of the data is the clear difference in the motions for along-arc and back-arc stations, with the former being significantly higher than the latter over a broad range of frequencies at distances beyond about 250&nbsp;km. The motions from the Kythera earthquake are roughly comparable to those from intermediate-depth earthquakes elsewhere, but they appear to be significantly higher than those from recordings of shallow earthquakes in Greece of comparable magnitude and hypocentral distance.</p>
]]></description>
<dc:creator><![CDATA[Boore, D. M., Skarlatoudis, A. A., Margaris, B. N., Papazachos, C. B., Ventouzi, C.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080229</dc:identifier>
<dc:title><![CDATA[Along-Arc and Back-Arc Attenuation, Site Response, and Source Spectrum for the Intermediate-Depth 8 January 2006 M 6.7 Kythera, Greece, Earthquake [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2434</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2410</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2435?rss=1">
<title><![CDATA[A Comparative Study on Attenuation and Source-Scaling Relations in the Kanto, Tokai, and Chubu Regions of Japan, Using Data from Hi-Net and KiK-Net [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2435?rss=1</link>
<description><![CDATA[
<p>Attenuation relations are derived for central Japan (broadly spanning the Kanto, Tokai, and Chubu regions) using recordings of small earthquakes (2.0&le;<I>M</I><SUB>JMA</SUB>&le;4.0 [Japan Meterological Agency magnitude]) and moderate- to large-magnitude earthquakes (3.0&le;<I>M</I><SUB>JMA</SUB>&le;7.2). We independently analyze data from both small-magnitude and moderate- to large-magnitude earthquakes to provide an insight into the use of attenuation relations derived in regions of low seismic activity. A strong correlation is found between the attenuation parameters derived from each dataset. We find that <I>Q</I> is strongly depth dependent and that apparent geometrical decay increases with increasing hypocentral distance. This is modeled by using a three segment decay function, with the initial decay forced to 1/<I>R</I>. Moment magnitudes are close to the published <I>M</I><SUB>JMA</SUB> magnitude, but are, on average, slightly higher. An increase in stress drop with magnitude is required in order to model both the small-magnitude and moderate- to large-magnitude datasets. Alternatively we show that a constant stress-drop model is suitable to model the response spectra of both small-magnitude and moderate- to large-magnitude earthquakes when considering the saturation of the source-corner frequency due to a static site filter such as <I>f</I><SUB>max</SUB> or <I></I>.</p>
<p>We test our ability to predict strong ground motion by using our attenuation and source-scaling relations derived from the small-magnitude recordings to stochastically simulate peak ground acceleration, peak ground velocity, and 5% damped response spectral ordinates over a range of magnitudes and distances. The residuals of this simulation are found to be largely independent of distance and magnitude. We compare our attenuation relations against other relations derived for Japan. The residuals of these relations are analyzed and compared against those obtained from the model found in this study. We find that, in this study, the prediction of strong ground motions is possible using small-magnitude data and that the validity of the prediction extends across all magnitudes available for comparison (2.0&le;<I>M</I><SUB>JMA</SUB>&le;7.8). On the other hand, by using an alternative published predictive relation for Japan, derived using large-magnitude events, peak ground acceleration is significantly overestimated for small-magnitude earthquakes.</p>
]]></description>
<dc:creator><![CDATA[Edwards, B., Rietbrock, A.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080292</dc:identifier>
<dc:title><![CDATA[A Comparative Study on Attenuation and Source-Scaling Relations in the Kanto, Tokai, and Chubu Regions of Japan, Using Data from Hi-Net and KiK-Net [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2460</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2435</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2461?rss=1">
<title><![CDATA[A Local Magnitude Scale for Southern Italy [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2461?rss=1</link>
<description><![CDATA[
<p>A local magnitude scale has been defined for southern Italy, in the area monitored by the recently installed Irpinia Seismic Network. Waveforms recorded from more than 100 events of small magnitude are processed to extract synthetic Wood&ndash;Anderson traces. Assuming a general description of peak-displacement scaling with the distance, by means of linear and logarithmic contributions, a global exploration of the parameter space is performed by a grid-search method with the aim of investigating the correlation between the two decay contributions and seeking for a physical solution of the problem. Assuming an <I>L</I><sup>2</sup> norm, we found <fd><f><inline-fig>
<link locator="2461eq18"></inline-fig></f></fd>yielding an error on the single estimation smaller than 0.2, at least when the hypocenter location is accurate. Station corrections are investigated through the station residuals, referring to the average value of the magnitude. Using a <I>z</I> test, we found that some stations exhibit a correction term significantly different from 0. The use of the peak acceleration and peak velocity as indicators of the magnitude is also investigated.</p>
]]></description>
<dc:creator><![CDATA[Bobbio, A., Vassallo, M., Festa, G.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080364</dc:identifier>
<dc:title><![CDATA[A Local Magnitude Scale for Southern Italy [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2470</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2461</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2471?rss=1">
<title><![CDATA[Interevent and Interstation Variability Computed for the Italian Accelerometric Archive (ITACA) [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2471?rss=1</link>
<description><![CDATA[
<p>The interevent and interstation ground-motion variability of the updated Italian strong-motion database (Italian Accelerometric Archive [ITACA]) has been explored through the development of new empirical ground-motion prediction equations (GMPEs) for Italy. The regressions have been performed on 241 three-component waveforms from 27 earthquakes with moment magnitudes ranging from 4.8 to 6.9, recorded by 146 stations at distances up to 200&nbsp;km. The site classification follows the schemes previously proposed for Italy, in which two soil classes are defined, considering both shear-wave velocity and deposit thickness. The regression analysis uses the values of the explanatory variables (magnitude, fault distance, site class, and style of faulting) recently revised in the framework of a project funded by the Italian Department of Civil Protection. The equations have been derived for peak ground acceleration, peak ground velocity, and 5% damped spectral accelerations at 18&nbsp;periods from 0.03 to 2&nbsp;sec.</p>
<p>The residual variance has been decomposed into interevent, interstation, and record-to-record components by applying a random effect regression scheme. The interevent and interstation error distributions have been analyzed as function of periods to detect sites and events for which predicted values significantly deviate from observations. For periods up to 0.35&nbsp;sec, the interstation is the dominant component of variance, indicating that an improvement in the site classification could lead to a refinement of the GMPEs. For longer periods, the three components of variance provide similar contributions, indicating that a reduction of the uncertainty can be achieved by reducing the epistemic uncertainty affecting the physical model. The interevent error highlights the peculiarity of few earthquakes, suggesting that the evaluation of regional GMPEs can be important when specific scenario studies should be carried out. The interstation variability allows us to detect stations with peculiar site response and to assess the goodness of the considered site classification scheme.</p>
]]></description>
<dc:creator><![CDATA[Bindi, D., Luzi, L., Pacor, F.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080209</dc:identifier>
<dc:title><![CDATA[Interevent and Interstation Variability Computed for the Italian Accelerometric Archive (ITACA) [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2488</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2471</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2489?rss=1">
<title><![CDATA[Real-Time Generation of ShakeMaps in the Southeastern Alps [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2489?rss=1</link>
<description><![CDATA[
<p>The aim of this study is the real-time generation of ShakeMaps in the southeastern Alps area. The ShakeMap software has been adapted to the southeastern Alps region and implemented to obtain a stable interface with the Antelope acquisition system in order to extract the ground-motion parameters from the waveforms and to generate ShakeMaps within 5&nbsp;min of the earthquake occurrence. To evaluate the influence of the station density, synthetic seismograms are computed for the Bovec (northwest Slovenia) 2004 earthquake, and various ShakeMaps are generated by varying the grid size of the simulated recording stations. The results indicate that a dense and uniform spatial distribution of stations in the field is essential to produce accurate ShakeMaps, and the present density of stations in central Friuli is sufficient for a reliable estimate of the extent of the area of strongest shaking. The related maps are generated in real time or quasi-real time using the region-specific ground-motion predictive equations and empirical relations that predict the macroseismic intensity from the recorded ground motion. The model is validated by comparison between observed data and ShakeMap results for both weak motions (Claut 2007 earthquake) and strong motions (Bovec 1998 earthquake).</p>
]]></description>
<dc:creator><![CDATA[Moratto, L., Costa, G., Suhadolc, P.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080283</dc:identifier>
<dc:title><![CDATA[Real-Time Generation of ShakeMaps in the Southeastern Alps [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2501</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2489</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2502?rss=1">
<title><![CDATA[Lithospheric S-Wave Velocity Structure of the Bastar Craton, Indian Peninsula, from Surface-Wave Phase-Velocity Measurements [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2502?rss=1</link>
<description><![CDATA[
<p>Interstation phase velocities of surface waves are measured through a cross-correlation method across the Bastar craton in the eastern part of the Indian peninsula. The periods of Love waves lie between 15 and 91&nbsp;sec and those of Rayleigh waves lie between 13 and 104&nbsp;sec. The observed phase velocities are close to the theoretical dispersion curves for the crust and upper mantle structure IP11 obtained earlier for central India (in the Indian peninsula) through inversion of surface-wave group velocities. However, for periods higher than 70&nbsp;sec, the theoretical curves remain above the observed data. In IP11, the upper mantle low velocity zone (LVZ) starts downward at a depth of 140&nbsp;km; the <I>S</I>-wave velocity (<I>V</I><SUB><I>S</I></SUB>) in the LVZ of IP11 is decreased based on the recent studies, and the modified structure IP11L is obtained. The theoretical dispersion curves of IP11L improve the fit to the observed data particularly at higher periods. The lithospheric part of IP11L is then improved through genetic algorithm inversion with more stratification in the structure for a better fit to the observed data. Such inversion generated the model IP11BA for the Bastar craton. The crustal thickness of this craton is found to be 40.1&plusmn;0.6 km with the thickness of the upper crust as 15.3&plusmn;0.7 km, which is less than the corresponding thickness of 20&nbsp;km in southern India. In the upper crust, <I>V</I><SUB><I>S</I></SUB> shows a small increase with depth, having an average value of 3.508 km/sec, and in the lower crust, <I>V</I><SUB><I>S</I></SUB>=3.934 km/sec. These values of <I>V</I><SUB><I>S</I></SUB> for the crust of the Bastar craton are nearly the same as those found in southern India. Below the Moho down to a depth of 70&nbsp;km, IP11BA shows a constant <I>V</I><SUB><I>S</I></SUB> of 4.577 km/sec and then increases slowly to 4.609 km/sec at the top of the LVZ.</p>
]]></description>
<dc:creator><![CDATA[Bhattacharya, S. N., Suresh, G., Mitra, S.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080360</dc:identifier>
<dc:title><![CDATA[Lithospheric S-Wave Velocity Structure of the Bastar Craton, Indian Peninsula, from Surface-Wave Phase-Velocity Measurements [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2508</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2502</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2509?rss=1">
<title><![CDATA[Array Analysis of Regional-Distance P-Coda in South Asia [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2509?rss=1</link>
<description><![CDATA[
<p>We present a comprehensive study of regional distance <I>P</I>-coda recorded by a medium-aperture array station located in Chiang Mai, Thailand (CMAR). Using array processing techniques, we analyzed data from 955 events that occurred at distances of 13&deg;&ndash;30&deg; with primarily continental paths. Nearly all significant, coherent arrivals in the <I>P</I>-coda traveled along the great circle path with ray parameters within <f><inline-fig>
<link locator="2509eq1"></inline-fig></f> of the direct arrival. Most of this energy was created near the source, probably via (<I>L</I><SUB><I>g</I></SUB>,<I>R</I><SUB><I>g</I></SUB>)-&gt;<I>P</I> scattering. This was especially true at the larger distances of 28&deg;&ndash;30&deg; in which coda decay rates decreased and large-amplitude significant arrivals occurred throughout the first 30&nbsp;sec of the coda. The codas from approximately 40 intermediate-depth events in our data set were generally less energetic than shallow-event coda at comparable distances. In some cases, the coherent later arrivals we observed were related to upper mantle triplications. At distances of 14&deg;&ndash;17&deg; we observed clear secondary arrivals related to the 410&nbsp;km discontinuity. They appeared on average 2&nbsp;sec later than expected relative to the first arrivals, which may be partially explained by a depressed 410 beneath Burma. We isolated the diffuse component of the <I>P</I>-coda by subtracting array beams from individual elements to create residual seismograms. The diffuse, residual energy was highly variable from trace to trace and became equal in amplitude to the coherent component after only 20&ndash;30&nbsp;sec of lapse time. We used a high-resolution maximum-likelihood technique to compute frequency&ndash;wavenumber spectra of the residual seismograms but did not conclusively observe any deterministic <I>P</I>-&gt;<I>R</I><SUB><I>g</I></SUB> scatterer locations. The majority of the diffuse energy is created quite close to CMAR and does not travel as a plane wave across the array.</p>
]]></description>
<dc:creator><![CDATA[Koper, K. D., Fatehi, A.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080271</dc:identifier>
<dc:title><![CDATA[Array Analysis of Regional-Distance P-Coda in South Asia [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2522</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2509</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2523?rss=1">
<title><![CDATA[Regional Source Scaling of the 9 October 2006 Underground Nuclear Explosion in North Korea [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2523?rss=1</link>
<description><![CDATA[
<p>The 9 October 2006 underground nuclear explosion (UNE) test in North Korea was well monitored by dense regional seismic stations in South Korea, Japan, and China. This observation allows extensive investigation of the regional source properties of the UNE. The moment for isotropically radiated energy from the UNE is estimated to be 2.92<FONT FACE="arial,helvetica">x</FONT>10<sup>14</sup> N m. Source spectra of major regional phases from the UNE are studied by inverting for apparent moments, corner frequencies, overshoot parameters, attenuation factors, and frequency power-dependence parameters. The overshoot parameters of <I>P</I> phases from the UNE are estimated to be high, while those of <I>S</I> phases are estimated to be significantly low. The inverted source spectra agree well with conventional models. The low overshoot parameters of <I>S</I> phases suggest that their excitation sources may be different from those for <I>Pn</I> and <I>Pg</I>. It is shown that <I>Pn</I>/<I>Lg</I> and <I>Pg</I>/<I>Lg</I> amplitude ratios are useful for discriminating between UNEs and natural earthquakes in the frequencies of 1&ndash;8&nbsp;Hz.</p>
]]></description>
<dc:creator><![CDATA[Hong, T.-K., Rhie, J.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080007</dc:identifier>
<dc:title><![CDATA[Regional Source Scaling of the 9 October 2006 Underground Nuclear Explosion in North Korea [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2540</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2523</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2541?rss=1">
<title><![CDATA[Modelling Ground-to-Air Coupling for the Shallow ML 4.3 Folkestone, United Kingdom, Earthquake of 28 April 2007 [Article]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2541?rss=1</link>
<description><![CDATA[
<p>An earthquake that occurred with a local magnitude of 4.3 and at a depth of 3&nbsp;km beneath the coastal town of Folkestone, United Kingdom, generated atmospheric acoustic waves in the 2&ndash;5&nbsp;Hz bandwidth (infrasound). These were recorded at the FLERS microbarometer array in France at a range of 284&nbsp;km. Earthquake-generated infrasound is often associated with large earthquakes close to large mountain ranges; the shaking of prominent topographic points act as infrasound sources, coupling seismic energy into the atmosphere. In this example there is little prominent topography in the source region apart from the coastal cliffs, which have an average height of 75&nbsp;m. We explore the possibility that the seismic-to-infrasound coupling occurs at the cliffs by modelling a 23&nbsp;km length of coast as a series of 305 pistons independently generating acoustic waves. Synthetic seismograms modelling the motion of the cliffs are constrained using recordings from a three-component accelerometer located 4&nbsp;km from the epicenter. Meteorological data, combined with array processing of the microbarometer records, suggest that the acoustic energy propagated to FLERS within the troposphere. The synthetic microbarograms show close agreement with the observations; the modelled arrival time is 5&nbsp;sec earlier than that observed, and the peak-to-peak amplitude and signal duration are within a factor of 2 of those recorded. This study shows that moderately sized, shallow seismic disturbances can generate observable infrasound if the topographic conditions close to the epicenter are favorable.</p>
]]></description>
<dc:creator><![CDATA[Green, D. N., Guilbert, J., Le Pichon, A., Sebe, O., Bowers, D.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080236</dc:identifier>
<dc:title><![CDATA[Modelling Ground-to-Air Coupling for the Shallow ML 4.3 Folkestone, United Kingdom, Earthquake of 28 April 2007 [Article]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2551</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2541</prism:startingPage>
<prism:section>Article</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2552?rss=1">
<title><![CDATA[Can the Fisk Conjecture be Explained by Rock Damage Around Explosions? [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2552?rss=1</link>
<description><![CDATA[
<p>We investigate the possibility that rock damage (<cross-ref type="bib" refid="rf2">Ashby and Sammis, 1990</cross-ref>; <cross-ref type="bib" refid="rf9">Johnson and Sammis, 2001</cross-ref>) can explain recent observations of <cross-ref type="bib" refid="rf6">Fisk (2006</cross-ref>, <cross-ref type="bib" refid="rf7">2007)</cross-ref> that <I>P</I>- and <I>S</I>-wave corner frequencies from explosions differ by a factor approximately related to the ratio of near-source compressional and shear velocities (the Fisk conjecture). The observation of differing <I>P</I>- and <I>S</I>-wave corner frequencies from explosions forms the basis for the success of the high-frequency <I>P</I>/<I>S</I> discriminant. Using first-order considerations, we find that the damage mechanics model can indeed explain the Fisk conjecture (although this is certainly not a unique explanation). The key to our argument is that, although the radius of rock damage is less than that of the so-called elastic radius, the slow velocity of the outward propagating damage front can reduce shear-wave corner frequencies. This explanation differs slightly from that of <cross-ref type="bib" refid="rf6">Fisk (2006</cross-ref>, <cross-ref type="bib" refid="rf7">2007</cross-ref>) who states that <I>S</I> waves from explosions occur at "a similar length scale, comparable to the elastic radius as for <I>P</I> waves." Because of the significant reduction in <I>V</I><SUB><I>S</I></SUB> caused by rock damage, we suggest that the shear waves generated within the damage region can have a radius significantly less than the elastic radius for a <I>P</I> wave. Additionally, because rock damage is controlled by the difference of the maximum and minimum principal stress, first-order considerations suggest that lithospheric overburden does not shut off rock damage until scaled depths of burial of up to <f><inline-fig>
<link locator="2552eq1"></inline-fig></f>. Thus, effects due to rock damage may be an important source of shear waves for nearly all tamped nuclear explosions for which we have experience.</p>
]]></description>
<dc:creator><![CDATA[Taylor, S. R.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:11 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080332</dc:identifier>
<dc:title><![CDATA[Can the Fisk Conjecture be Explained by Rock Damage Around Explosions? [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2555</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2552</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2556?rss=1">
<title><![CDATA[Out-of-Network Events Can Be of Great Importance for Improving Results of Local Earthquake Tomography [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2556?rss=1</link>
<description><![CDATA[
<p>In most local earthquake tomography (LET) studies the data are selected according to the azimuthal-gap (GAP) criterion, which means rejecting all the sources outside the station network perimeter. In this article I show that in some cases this criterion is inappropriate and can be a reason for significant decimation of the relevant data, in turn leading to lower quality inversion results. This study presents several qualitative and quantitative arguments for why the GAP criterion is not adequate. The fact of great importance to out-of-network events for improving the results of tomographic inversion is supported by synthetic testing using realistic distribution of events in the area of Central Java and station locations according to the Merapi Amphibious Experiments project. I consider three models with different criteria of event selection: (1)&nbsp;dataset with GAP&lt;180&deg;, (2)&nbsp;dataset with GAP&lt;280&deg;, and (3)&nbsp;dataset with all events within a radius of 5&deg;. The synthetic modeling reproduces the real situation when neither coordinates of sources nor starting 1D models are initially known. The reconstruction results show that the best resolution is obtained for model&nbsp;3 with all data available, while the worst solution is observed in model 1. This study demonstrates that the commonly used GAP criterion that rejects the out-of-network events is injurious for LET tomography. In future experiments and when reconsidering the old datasets, I encourage the use of data from all events to improve the results of tomographic inversion, though at large distances from networks (at least, up to 400&ndash;500&nbsp;km).</p>
]]></description>
<dc:creator><![CDATA[Koulakov, I.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080365</dc:identifier>
<dc:title><![CDATA[Out-of-Network Events Can Be of Great Importance for Improving Results of Local Earthquake Tomography [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2563</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2556</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2564?rss=1">
<title><![CDATA[Exploring Spatial Coherence between Earthquake Source Parameters [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2564?rss=1</link>
<description><![CDATA[
<p>We explore the spatial coherence between earthquake source parameters by analyzing kinematic rupture models of two large strike-slip events, that is, the 1999 Izmit, Turkey, and the 1992 Landers, California, earthquakes. We investigate the coherence not only at zero offset but also at nonzero offset distances on the fault. The analysis shows that earthquake slip has a significant level of correlation with temporal source parameters such as rupture velocity, peak slip rate, and slip duration (rise time). We also show that many interesting features of earthquake source characteristics, such as directional effects of earthquake rupture, can be captured by this type of spatial coherence analysis. A coherence analysis therefore may have potential for understanding earthquake source characteristics and for generating realistic kinematic rupture models that capture the essential physics of the rupture process for strong ground motion prediction.</p>
]]></description>
<dc:creator><![CDATA[Song, S. G., Pitarka, A., Somerville, P.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080197</dc:identifier>
<dc:title><![CDATA[Exploring Spatial Coherence between Earthquake Source Parameters [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2571</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2564</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2572?rss=1">
<title><![CDATA[Dependency of Near-Field Ground Motions on the Structural Maturity of the Ruptured Faults [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2572?rss=1</link>
<description><![CDATA[
<p>Little work has been undertaken to examine the role of specific long-term fault properties on earthquake ground motions. Here, we empirically examine the influence of the structural maturity of faults on the strong ground motions generated by the rupture of these faults, and we compare the influence of fault maturity to that of other source properties (slip mode, and blind versus surface rupturing). We analyze the near-field ground motions recorded at rock sites for 28 large (<I>M</I><SUB>w</SUB>&nbsp;5.6&ndash;7.8) crustal earthquakes of various slip modes. The structural maturity of the faults broken by those earthquakes is classified into three classes (mature, intermediate, and immature) based on the combined knowledge of the age, slip rate, cumulative slip, and length of the faults. We compare the recorded ground motions to the empirical prediction equation of <cross-ref type="bib" refid="rf10">Boore <I>et&nbsp;al.</I> (1997)</cross-ref>. At all frequencies, earthquakes on immature faults produce ground motions 1.5 times larger than those generated by earthquakes on mature faults. The fault maturity appears to be associated with larger differences in ground-motion amplitude than the style of faulting (factor of 1.35 between reverse and strike-slip earthquakes) and the surface rupture occurrence (factor of 1.2 between blind and surface-rupturing earthquakes). However, the slip mode and the fault maturity are dependent parameters, and we suggest that the effect of slip mode may only be apparent, actually resulting from the maturity control. We conclude that the structural maturity of faults is an important parameter that should be considered in seismic hazard assessment.</p>
]]></description>
<dc:creator><![CDATA[Radiguet, M., Cotton, F., Manighetti, I., Campillo, M., Douglas, J.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080340</dc:identifier>
<dc:title><![CDATA[Dependency of Near-Field Ground Motions on the Structural Maturity of the Ruptured Faults [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2581</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2572</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/abstract/99/4/2582?rss=1">
<title><![CDATA[Influence of Cylindrical Harmonic SH Waves on Motion along a Random Interface between Two Elastic Half-Spaces [Short Note]]]></title>
<link>http://www.bssaonline.org/cgi/content/abstract/99/4/2582?rss=1</link>
<description><![CDATA[
<p>This study investigates how a system of incident harmonic waves affects the interface motion between two materials. To that end diffraction of a system of cylindrical harmonic <I>SH</I> waves by a random interface between two elastic half-spaces is investigated using a direct boundary integral equation approach. In particular, the incident system consists of a primary source of unit amplitude and an arbitrary number of secondary sources placed along an ellipse centered at the primary source. The interface peak amplitude, the number of the secondary sources, and the frequency are assumed to be arbitrary.</p>
<p>Response along the random interface is computed for different frequencies and the source configurations. The interface motion is found to strongly depend upon the incident system. Two incident system configurations are identified that produce the interface motion that is considerably amplified or reduced when compared to the corresponding displacements due to a single unit primary source. The two systems share the same geometry and the source amplitudes but have different source amplitude phases.</p>
]]></description>
<dc:creator><![CDATA[Dravinski, M.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080295</dc:identifier>
<dc:title><![CDATA[Influence of Cylindrical Harmonic SH Waves on Motion along a Random Interface between Two Elastic Half-Spaces [Short Note]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2588</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2582</prism:startingPage>
<prism:section>Short Note</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/4/2589?rss=1">
<title><![CDATA[Comment on "Revisiting the 1872 Owens Valley, California, Earthquake" by Susan E. Hough and Kate Hutton [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/4/2589?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Bakun, W. H.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080148</dc:identifier>
<dc:title><![CDATA[Comment on "Revisiting the 1872 Owens Valley, California, Earthquake" by Susan E. Hough and Kate Hutton [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2590</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2589</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
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<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/4/2591?rss=1">
<title><![CDATA[Reply to "Comment on 'Revisiting the 1872 Owens Valley, California, Earthquake' by Susan E. Hough and Kate Hutton" by William H. Bakun [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/4/2591?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Hough, S. E., Hutton, K.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090026</dc:identifier>
<dc:title><![CDATA[Reply to "Comment on 'Revisiting the 1872 Owens Valley, California, Earthquake' by Susan E. Hough and Kate Hutton" by William H. Bakun [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2593</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2591</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
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<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/4/2594?rss=1">
<title><![CDATA[Comment on "Late Holocene Rupture of the Northern San Andreas Fault and Possible Stress Linkage to the Cascadia Subduction Zone" by Chris Goldfinger, Kelly Grijalva, Roland Burgmann, Ann E. Morey, Joel E. Johnson, C. Hans Nelson, Julia Gutierrez-Pastor, Andrew Ericsson, Eugene Karabanov, Jason D. Chaytor, Jason Patton, and Eulalia Gracia [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/4/2594?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Shanmugam, G.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080030</dc:identifier>
<dc:title><![CDATA[Comment on "Late Holocene Rupture of the Northern San Andreas Fault and Possible Stress Linkage to the Cascadia Subduction Zone" by Chris Goldfinger, Kelly Grijalva, Roland Burgmann, Ann E. Morey, Joel E. Johnson, C. Hans Nelson, Julia Gutierrez-Pastor, Andrew Ericsson, Eugene Karabanov, Jason D. Chaytor, Jason Patton, and Eulalia Gracia [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2598</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2594</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
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<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/4/2599?rss=1">
<title><![CDATA[Reply to "Comment on 'Late Holocene Rupture of the Northern San Andreas Fault and Possible Stress Linkage to the Cascadia Subduction Zone' by Chris Goldfinger, Kelly Grijalva, Roland Burgmann, Ann E. Morey, Joel E. Johnson, C. Hans Nelson, Julia Gutierrez-Pastor, Andrew Ericsson, Eugene Karabanov, Jason D. Chaytor, Jason Patton, and Eulalia Gracia" by Ganapathy Shanmugam [Comment and Reply]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/4/2599?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Goldfinger, C., Patton, J., Morey, A., Nelson, C. H.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120080297</dc:identifier>
<dc:title><![CDATA[Reply to "Comment on 'Late Holocene Rupture of the Northern San Andreas Fault and Possible Stress Linkage to the Cascadia Subduction Zone' by Chris Goldfinger, Kelly Grijalva, Roland Burgmann, Ann E. Morey, Joel E. Johnson, C. Hans Nelson, Julia Gutierrez-Pastor, Andrew Ericsson, Eugene Karabanov, Jason D. Chaytor, Jason Patton, and Eulalia Gracia" by Ganapathy Shanmugam [Comment and Reply]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2606</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2599</prism:startingPage>
<prism:section>Comment and Reply</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/4/2607?rss=1">
<title><![CDATA[Erratum to Inslab Earthquakes of Central Mexico: Peak Ground-Motion Parameters and Response Spectra [Erratum]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/4/2607?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Garcia, D., Singh, S. K., Herraiz, M., Ordaz, M., Francisco Pacheco, J.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090048</dc:identifier>
<dc:title><![CDATA[Erratum to Inslab Earthquakes of Central Mexico: Peak Ground-Motion Parameters and Response Spectra [Erratum]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2609</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2607</prism:startingPage>
<prism:section>Erratum</prism:section>
</item>

<item rdf:about="http://www.bssaonline.org/cgi/content/short/99/4/2610?rss=1">
<title><![CDATA[Erratum to Improvements on Computation of Phase Velocities of Rayleigh Waves Based on the Generalized R/T Coefficient Method [Erratum]]]></title>
<link>http://www.bssaonline.org/cgi/content/short/99/4/2610?rss=1</link>
<description><![CDATA[]]></description>
<dc:creator><![CDATA[Pei, D., Louie, J. N., Pullammanappallil, S. K.]]></dc:creator>
<dc:date>Wed, 29 Jul 2009 13:47:12 PDT</dc:date>
<dc:identifier>info:doi/10.1785/0120090003</dc:identifier>
<dc:title><![CDATA[Erratum to Improvements on Computation of Phase Velocities of Rayleigh Waves Based on the Generalized R/T Coefficient Method [Erratum]]]></dc:title>
<dc:publisher>Seismological Society of America</dc:publisher>
<prism:number>4</prism:number>
<prism:volume>99</prism:volume>
<prism:endingPage>2611</prism:endingPage>
<prism:publicationDate>2009-08-01</prism:publicationDate>
<prism:startingPage>2610</prism:startingPage>
<prism:section>Erratum</prism:section>
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