Magnitude-Scaling Rate in Ground-Motion Prediction Equations for Response Spectra from Large, Shallow Crustal Earthquakes
暂无分享,去创建一个
[1] G. Atkinson,et al. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .
[2] P. Somerville,et al. The influence of critical Moho Reflections on strong ground motions recorded in San Francisco and Oakland during the 1989 Loma Prieta Earthquake , 1990 .
[3] N. Abrahamson,et al. Summary of the Abrahamson & Silva NGA Ground-Motion Relations , 2008 .
[4] Y. Tsai,et al. Large Effects of Moho Reflections (SmS) on Peak Ground Motion in Northwestern Taiwan , 2009 .
[5] B. Bradley,et al. THE MW 7.6 DUSKY SOUND EARTHQUAKE OF 2009: PRELIMINARY REPORT , 2010 .
[6] Xiao Wen An,et al. A Preliminary Study on the Near-Source Strong-Motion Characteristics of the Great 2008 Wenchuan Earthquake in China , 2010 .
[7] ChengHu Zhou,et al. Spatio-temporal rupture process of the 2008 great Wenchuan earthquake , 2009 .
[9] J. E. Glynn,et al. Numerical Recipes: The Art of Scientific Computing , 1989 .
[10] Jonathan P. Stewart,et al. Comparison of Ground Motions from Hybrid Simulations to NGA Prediction Equations , 2011 .
[11] John X. Zhao. Geometric Spreading Functions and Modeling of Volcanic Zones for Strong-Motion Attenuation Models Derived from Records in Japan , 2010 .
[12] A. Pitarka,et al. Differences in Earthquake Source and Ground Motion Characteristics between Surface and Buried Crustal Earthquakes , 2006 .
[13] H. Thio,et al. Attenuation Relations of Strong Ground Motion in Japan Using Site Classification Based on Predominant Period , 2006 .
[14] Jian Zhang,et al. An Empirical Site-Classification Method for Strong-Motion Stations in Japan Using h/v Response Spectral Ratio , 2006 .
[15] Julian J. Bommer,et al. The Acquisition of Source, Path, and Site Effects from Microearthquake Recordings Using Q Tomography: Application to the United Kingdom , 2008 .
[16] 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 .
[17] BrianS-J. Chiou,et al. An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .