Nonlinear site amplification as function of 30 m shear wave velocity

被引:173
作者
Choi, Y
Stewart, JP
机构
[1] GeoPentech, Santa Ana, CA 92705 USA
[2] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
关键词
D O I
10.1193/1.1856535
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
We develop empirical relationships to predict nonlinear (i.e., amplitude-dependant) amplification factors for 5% damped response spectral acceleration as a continuous function of average shear wave velocity in the upper 30 m, Vs-30. We evaluate amplification factors as residuals between spectral accelerations from recordings and modified rock attenuation relationships for active regions. Amplification at low- and mid-periods is shown to increase with decreasing Vs-30 and to exhibit nonlinearity that is dependent on Vs-30. The degree of nonlinearity is large for NEHRP Category E (Vs-30< 180 m/s) but decreases rapidly with Vs-30, and is small for Vs-30>similar to 300 m/s. The results can be used as Vs-30-based site factors with attenuation relationships. The results also provide an independent check of site factors published in the NEHRP Provisions, and apparent bias in some of the existing NEHRP factors is identified. Moreover, the results provide evidence that data dispersion is dependent on Vs-30.
引用
收藏
页码:1 / 30
页数:30
相关论文
共 38 条
[1]  
Abrahamson N.A., 2000, P 6 SEISM ZON WORKSH
[2]  
ABRAHAMSON NA, 1992, B SEISMOL SOC AM, V82, P505
[3]  
Abrahamson NA., 1997, Seismol. Res. Lett, V68, P94, DOI DOI 10.1785/GSSRL.68.1.94
[4]  
Anderson JG, 1981, 8104 CE U SO CAL
[5]   Uncertainty and bias in ground-motion estimates from ground response analyses [J].
Baturay, MB ;
Stewart, JP .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2003, 93 (05) :2025-2042
[6]  
BAZZURO P, 1998, THESIS STANFORD U
[7]  
Boore D.M., 1997, Seismol. Res. Lett, V68, P128, DOI DOI 10.1785/GSSRL.68.1.128
[8]  
Boore DM., 1998, SEISMOL RES LETT, V69, P222, DOI DOI 10.1785/GSSRL.69.3.222
[9]  
Borcherdt R. D., 1994, EARTHQ SPECTRA, V10, P617, DOI DOI 10.1193/1.1585791
[10]   Empirical evidence for site coefficients in building code provisions [J].
Borcherdt, RD .
EARTHQUAKE SPECTRA, 2002, 18 (02) :189-217