Summary of the Abrahamson & Silva NGA ground-motion relations

被引:634
作者
Abrahamson, Norman [1 ]
Silva, Walter [2 ]
机构
[1] Pacific Gas & Elect Co, San Francisco, CA 94105 USA
[2] Pacific Engn & Anal, El Cerrito, CA 94546 USA
关键词
D O I
10.1193/1.2924360
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Empirical ground-motion models for the rotation-independent average horizontal component from shallow crustal earthquakes are derived using the PEER NGA database. The model is applicable to magnitudes 5-8.5, distances 0-200 km, and spectral periods of 0-10 sec. In place of generic site categories (soil and rock), the site is parameterized by average shear-wave velocity in the top 30 m (V-S30) and the depth to engineering rock (depth to V-S=1000 m/s). In addition to magnitude and style-of-faulting, the source term is also dependent on the depth to top-of-rupture: for the same magnitude and rupture distance, buried ruptures lead to larger short-period ground motions than surface ruptures. The hanging-wall effect is included with an improved model that varies smoothly as a function of the source properties (M, dip, depth), and the site location. The standard deviation is magnitude dependent with smaller magnitudes leading to larger standard deviations. The short-period standard deviation model for soil sites is also distant-dependent due to nonlinear site response, with smaller standard deviations at short distances.
引用
收藏
页码:67 / 97
页数:31
相关论文
共 8 条
[1]  
ABRAHAMSON NA, 1992, B SEISMOL SOC AM, V82, P505
[2]  
Abrahamson NA., 1997, Seismol. Res. Lett, V68, P94, DOI DOI 10.1785/GSSRL.68.1.94
[3]  
Abrahamson NA., 2008, ABRAHAMSON SILVA NGA
[4]  
COLLINS N, 2006, REVISED ANAL 1D ROCK
[5]  
Larsen S., 2005, 3D GROUND MOTION SIM
[6]  
Silva W.J., 2005, Site Response Simulations for the NGA Project
[7]  
Somerville P., 2006, P 8 NAT C EARTHQ ENG
[8]   Nonlinear site amplification factors for constraining the NGA models [J].
Walling, Melanie ;
Silva, Walter ;
Abrahamson, Norman .
EARTHQUAKE SPECTRA, 2008, 24 (01) :243-255