Simulation of synthetic ground motions for specified earthquake and site characteristics

被引:234
|
作者
Rezaeian, Sanaz [1 ]
Kiureghian, Armen Der [1 ]
机构
[1] Univ Calif Berkeley, Berkeley, CA 94720 USA
来源
关键词
earthquake ground motions; model validation; NGA database; simulation; stochastic models; strong-motion records; synthetic motions; AVERAGE HORIZONTAL COMPONENT; RESPONSE SPECTRA; TIME HISTORIES; MODEL; PREDICTION; ACCELEROGRAMS; SEISMOGRAMS; PERIODS; PGV;
D O I
10.1002/eqe.997
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method for generating a suite of synthetic ground motion time-histories for specified earthquake and site characteristics defining a design scenario is presented. The method employs a parameterized stochastic model that is based on a modulated, filtered white-noise process. The model parameters characterize the evolving intensity, predominant frequency, and bandwidth of the acceleration time-history, and can be identified by matching the statistics of the model to the statistics of a target-recorded accelerogram. Sample 'observations' of the parameters are obtained by fitting the model to a subset of the NGA database for far-field strong ground motion records on firm ground. Using this sample, predictive equations are developed for the model parameters in terms of the faulting mechanism, earthquake magnitude, source-to-site distance, and the site shear-wave velocity. For any specified set of these earthquake and site characteristics, sets of the model parameters are generated, which are in turn used in the stochastic model to generate the ensemble of synthetic ground motions. The resulting synthetic acceleration as well as corresponding velocity and displacement time-histories capture the main features of real earthquake ground motions, including the intensity, duration, spectral content, and peak values. Furthermore, the statistics of their resulting elastic response spectra closely agree with both the median and the variability of response spectra of recorded ground motions, as reflected in the existing prediction equations based on the NGA database. The proposed method can be used in seismic design and analysis in conjunction with or instead of recorded ground motions. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:1155 / 1180
页数:26
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