Ground motion prediction equation for the average horizontal component of PGA, PGV, and 5% damped acceleration response spectra at periods ranging from 0.033 to 8.0s in southwest China

[1]  P. Zimmaro,et al.  Soil Profile Database and Site Classification for National Strong-Motion Stations in Western China , 2022, Seismological Research Letters.

[2]  M. Kowsari,et al.  Bayesian inference of empirical ground motion models to pseudo-spectral accelerations of south Iceland seismic zone earthquakes based on informative priors , 2020, Soil Dynamics and Earthquake Engineering.

[3]  Jianhui Tian,et al.  The focal depths of the 2008 Panzhihua earthquake sequence and the stress field in the source region , 2019, Science China Earth Sciences.

[4]  M. Kowsari,et al.  Calibration of ground motion models to Icelandic peak ground acceleration data using Bayesian Markov Chain Monte Carlo simulation , 2019, Bulletin of Earthquake Engineering.

[5]  Konstantinos Chousianitis,et al.  Regional ground‐motion prediction equations for amplitude‐, frequency response‐, and duration‐based parameters for Greece , 2018, Earthquake Engineering & Structural Dynamics.

[6]  V. Graizer.  GK17 Ground‐Motion Prediction Equation for Horizontal PGA and 5% Damped PSA from Shallow Crustal Continental EarthquakesGK17 GMPE for Horizontal PGA and 5% Damped PSA from Shallow Crustal Continental Earthquakes , 2017 .

[7]  Sinan Akkar,et al.  A Ground-Motion Predictive Model for Iran and Turkey for Horizontal PGA, PGV, and 5% Damped Response Spectrum: Investigation of Possible Regional Effects , 2015 .

[8]  R. Wen,et al.  Characteristics of strong motions and damage implications of MS6.5 Ludian earthquake on August 3, 2014 , 2015 .

[9]  Timothy D. Ancheta,et al.  NGA-West2 Research Project , 2014 .

[10]  Jonathan P. Stewart,et al.  NGA-West2 Equations for Predicting PGA, PGV, and 5% Damped PSA for Shallow Crustal Earthquakes , 2014 .

[11]  K. Campbell,et al.  NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra , 2014 .

[12]  G. Atkinson,et al.  Regional Differences in Ground‐Motion Amplitudes of Small‐to‐Moderate Earthquakes across North America , 2013 .

[13]  David M. Boore,et al.  Estimating Unknown Input Parameters when Implementing the NGA Ground-Motion Prediction Equations in Engineering Practice , 2011 .

[14]  Dong Wang,et al.  Comparison of Strong Ground Motion from the Wenchuan, China, Earthquake of 12 May 2008 with the Next Generation Attenuation (NGA) Ground-Motion Models , 2010 .

[15]  Norman A. Abrahamson,et al.  Ground-Motion Attenuation Model for Small-To-Moderate Shallow Crustal Earthquakes in California and Its Implications on Regionalization of Ground-Motion Prediction Models , 2010 .

[16]  M. Leonard.  Earthquake Fault Scaling: Self‐Consistent Relating of Rupture Length, Width, Average Displacement, and Moment Release , 2010 .

[17]  D. Boore.  Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion , 2010 .

[18]  Junju Xie,et al.  Characteristics of near-fault vertical and horizontal ground motion from the 2008 Wenchuan earthquake , 2010 .

[19]  Tso-Chien Pan,et al.  Ground‐motion attenuation relationship for the Sumatran megathrust earthquakes , 2009 .

[20]  D. Wald,et al.  On the Use of High-Resolution Topographic Data as a Proxy for Seismic Site Conditions (VS30) , 2009 .

[21]  ChengHu Zhou,et al.  Spatio-temporal rupture process of the 2008 great Wenchuan earthquake , 2009 .

[22]  Xiaojun Li,et al.  Preliminary Analysis of Strong-Motion Recordings from the Magnitude 8.0 Wenchuan, China, Earthquake of 12 May 2008 , 2008 .

[23]  N. Abrahamson,et al.  Summary of the Abrahamson & Silva NGA Ground-Motion Relations , 2008 .

[24]  N. Abrahamson,et al.  Nonlinear Site Amplification Factors for Constraining the NGA Models , 2008 .

[25]  Maurice S. Power,et al.  An Overview of the NGA Project , 2008 .

[26]  K. Campbell,et al.  NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s , 2008 .

[27]  P. Mai,et al.  Hypocenter locations in finite-source rupture models , 2005 .

[28]  Julian J. Bommer,et al.  Processing of strong-motion accelerograms: needs, options and consequences , 2005 .

[29]  John Douglas,et al.  An investigation of analysis of variance as a tool for exploring regional differences in strong ground motions , 2004 .

[30]  David M. Boore,et al.  Estimating V̄s(30) (or NEHRP Site Classes) from Shallow Velocity Models (Depths < 30 m) , 2004 .

[31]  Chin-Hsiung Loh,et al.  Ground motion characteristics of the Chi‐Chi earthquake of 21 September 1999 , 2000 .

[32]  W. Silva,et al.  Stochastic Modeling of California Ground Motions , 2000 .

[33]  Gail M. Atkinson,et al.  Source spectra for the 1988 Saguenay, Quebec, earthquakes , 1992 .

[34]  N. A. Abrahamson,et al.  A stable algorithm for regression analyses using the random effects model , 1992, Bulletin of the Seismological Society of America.

[35]  G. Atkinson,et al.  Spectral scaling of the 1985 to 1988 Nahanni, Northwest Territories, earthquakes , 1989 .

[36]  David R. Brillinger,et al.  Further analysis of the Joyner-Boore attenuation data , 1985 .

[37]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[38]  L. Knopoff,et al.  Is the sequence of earthquakes in Southern California, with aftershocks removed, Poissonian? , 1974, Bulletin of the Seismological Society of America.

[39]  Zhao Xiaoyan,et al.  Seismogenic Structure of 2014 MS5.6 and MS6.1 Earthquakes in Yingjiang, Yunnan Province , 2015 .

[40]  Zhao Cuiping,et al.  Focal mechanisms and stress field of the Shangri-La Deqen,Yunnan Province—Derong,Sichuan Province M_S5.9 earthquake sequence in August,2013 , 2015 .

[41]  Zhang Yon,et al.  The 2014 M_W6.1 Ludian,Yunnan,earthquake:A complex conjugated ruptured earthquake , 2015 .

[42]  Huang Xiaolon.  Seismic intensity distribution and seismogenic structure analysis of the March 3,2013 Eryuan Ms5.5 earthquake in Dali,Yunnan Province , 2015 .

[43]  XU Fu-ku.  Distribution and Temporal Evaluation Characteristic of Cangyuan M_S5.5 Earthquake Sequences in Yunnan in 2015 , 2015 .

[44]  Xiaojun Li,et al.  Near‐Source Vertical and Horizontal Strong Ground Motion from the 20 April 2013 Mw 6.8 Lushan Earthquake in China , 2014 .

[45]  Qin Liu.  A method of resolving earthquake rupture directivity with relative centroid location and it′s application to the 2008 Yingjiang M_S6.0 earthquake , 2014 .

[46]  Zheng Xiu.  Rupture characteristics and seismogenic structures of the M_s5.7 and M_s5.6 Yiliang earthquakes of Sep.7,2012 , 2013 .

[47]  C. Zufeng.  DISCUSSION OF SEISMOGENIC STRUCTURE OF THE JUNE 24,2012 NINGLANG-YANYUAN M_s5 .7 EARTHQUAKE , 2013 .

[48]  Wang Wei.  Preliminary result for rupture process of Apr.20,2013,Lushan Earthquake,Sichuan,China , 2013 .

[49]  Zhao,et al.  Rupture process of the M-s 8.0 wenchuan earthquake of Sichuan, China , 2008 .

[50]  A. Pitarka,et al.  Differences in Earthquake Source and Ground Motion Characteristics between Surface and Buried Crustal Earthquakes , 2006 .

[51]  Kenneth W. Campbell,et al.  Empirical Near-Source Attenuation Relationships for Horizontal and Vertical Components of Peak Ground Acceleration, Peak Ground Velocity, and Pseudo-Absolute Acceleration Response Spectra , 1997 .

[52]  R. Youngs,et al.  Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data , 1997 .

[53]  W. B. Joyner,et al.  Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work , 1997 .

[54]  N. Abrahamson,et al.  Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .