2017
DOI: 10.1093/gji/ggx447
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Source parameters, path attenuation and site effects from strong-motion recordings of the Wenchuan aftershocks (2008–2013) using a non-parametric generalized inversion technique

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Cited by 40 publications
(15 citation statements)
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“…However, the dB e values for PGA and PSA at periods of \ 0.4 s in the Minxian earthquake are smaller than in WcA2. According to the same method used for calculating the Dr values for the Ludian, Jinggu, and Kangding earthquakes, the value of Dr estimated for the Minxian earthquake was 0.35 MPa, slightly lower than the value of Dr = 0.40 MPa for WcA2 provided by Wang et al (2018). Differences in the Dr values between the two earthquakes may potentially explain the different dB e values for short-period ground motions.…”
Section: Figurementioning
confidence: 90%
“…However, the dB e values for PGA and PSA at periods of \ 0.4 s in the Minxian earthquake are smaller than in WcA2. According to the same method used for calculating the Dr values for the Ludian, Jinggu, and Kangding earthquakes, the value of Dr estimated for the Minxian earthquake was 0.35 MPa, slightly lower than the value of Dr = 0.40 MPa for WcA2 provided by Wang et al (2018). Differences in the Dr values between the two earthquakes may potentially explain the different dB e values for short-period ground motions.…”
Section: Figurementioning
confidence: 90%
“…In order to resolve a remaining degree of freedom coming from the trade-offs between source and site terms, the constraining condition for either the source or the site should be fixed beforehand. The most commonly used method was to set the site response of an ideal outcrop bedrock site to be equal to unity irrespective of frequency (Wang et al, 2018), or to set the average site response of a set of rock sites to be equal to unity (Oth et al, 2009;Oth and Kaiser, 2014;Pacor et al, 2016) or the horizontal-to-vertical (H/V) spectral ratio of body waves (Bindi et al, 2004;Wang et al, 2018). The site conditions for the 25 strong-motion stations considered in this study were classified into three classes defined in the Code for Seismic Design of Buildings in China (GB 50011, 2010) according to the terrain-based metrics (Shi, 2009), 16 for class II (medium-stiff soil), eight for class III (medium soft soil), and one for class IV (soft soil); thus, no one can be approximately regarded as a rock site.…”
Section: Methodsmentioning
confidence: 99%
“…Studies associated with the earthquake source were of decisive importance for a deep understanding of the seismic source physics and reliable prediction of future ground motions and seismic hazards. The observed ground motion recordings have been commonly utilized in a number of established methods (e.g., empirical Green's function-based method and large-scale stacking and generalized inversion techniques) aimed at revealing the earthquake source characteristics, e.g., the earthquake source scaling (Allmann and Shearer, 2009;Viegas et al, 2010;Baruah et al, 2016;Trugmann and Shearer, 2017;Baltay et al, 2019) and the source rupture directivity (Abercrombie et al, 2017;Calderoni et al, 2017;Wang et al, 2018). The source characteristics have important implications for explaining the earthquake nucleation and growth (e.g., Moyer et al, 2018).…”
Section: Introductionmentioning
confidence: 99%
“…Earthquake self‐similar scaling is a controversial issue characterized by a constant stress drop (Δ σ ) over a wide range of earthquake sizes. It was originally recognized by Aki (), and it has been observed in large numbers of earthquakes, for example, global moderate–large earthquakes (Allmann & Shearer, ), Japanese crustal or subcrustal earthquakes (Oth, ), and the 2008 Wenchuan seismic sequence (Wang et al, ). However, the breakdown of earthquake self‐similar scaling has been verified in certain specific seismic sequences, for example, the 2004 Les Saintes Guadeloupe seismic sequence (Drouet et al, ) and the 2009 L'Aquila seismic sequence (Pacor, Spallarossa, et al, ).…”
Section: Earthquake Self‐similar Scalingmentioning
confidence: 99%