Empirical Linear Seismic Site Amplification in Central and Eastern North America

被引:27
|
作者
Parker, Grace A. [1 ]
Stewart, Jonathan P. [1 ]
Hashash, Youssef M. A. [2 ]
Rathje, Ellen M. [3 ]
Campbell, Kenneth W. [4 ]
Silva, Walter J. [5 ]
机构
[1] Univ Calif Los Angeles, Civil & Environm Engn Dept, Los Angeles, CA 90095 USA
[2] Univ Illinois, Civil & Environm Engn Dept, Urbana, IL 61801 USA
[3] Univ Texas Austin, Dept Civil Architectural & Environm Engn, Austin, TX 78712 USA
[4] CoreLogic, Beaverton, OR 97006 USA
[5] Pacific Engn & Anal, El Cerrito, CA 94530 USA
关键词
MOTION PREDICTION EQUATIONS; GROUND-MOTION; MODEL; ACCELERATION; SIMULATIONS; FREQUENCY; SPECTRA; PROXY; VS30; PGV;
D O I
10.1193/083117EQS170M
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
We present empirical linear site amplification models conditioned on time-averaged shear wave velocity in the upper 30 m (V-S30) for central and eastern North America. The models are derived from ground motion data and site condition information from the NGA-East project and are intended for use with reference rock ground motion models. Site amplification is found to scale with V-S30 for intermediate to stiff site conditions (V-S30 > 300 m/s) in a weaker manner than for active tectonic regions such as the western United States. For stiff sites (>800 m/s), we find differences in site amplification for previously glaciated and nonglaciated regions, with nonglaciated sites having lower amplification. The models were developed using a combination of least-squares, mixed effects, and Bayesian techniques; the latter show that accounting for predictor uncertainty does not appreciably affect the median model but decreases model dispersion. Our V-S30-scaling models are modular and additive to simulation-based models for the nonlinear components of site response. A limitation of the present models is that they do not account for site-specific resonance effects.
引用
收藏
页码:849 / 881
页数:33
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