Simulation of orthogonal horizontal ground motion components for specified earthquake and site characteristics

被引:99
|
作者
Rezaeian, Sanaz [1 ]
Kiureghian, Armen Der [1 ]
机构
[1] Univ Calif Berkeley, Berkeley, CA 94720 USA
来源
关键词
correlated components; earthquake ground motion; multi-component simulation; NGA database; performance-based earthquake engineering; principal axes; stochastic models; SYNTHETIC SEISMOGRAMS; TIME HISTORIES; MODEL; PREDICTION;
D O I
10.1002/eqe.1132
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method for generating an ensemble of orthogonal horizontal ground motion components with correlated parameters for specified earthquake and site characteristics is presented. The method employs a parameterized stochastic model that is based on a time-modulated filtered white-noise process with the filter having time-varying characteristics. Whereas the input white-noise excitation describes the stochastic nature of the ground motion, the forms of the modulating function and the filter and their parameters characterize the evolutionary intensity and nonstationary frequency content of the ground motion. The stochastic model is fitted to a database of recorded horizontal ground motion component pairs that are rotated into their principal axes, a set of orthogonal axes along which the components are statistically uncorrelated. Model parameters are identified for each ground motion component in the database. Using these data, predictive equations are developed for the model parameters in terms of earthquake and site characteristics and correlation coefficients between parameters of the two components are estimated. Given a design scenario specified in terms of earthquake and site characteristics, the results of this study allow one to generate realizations of correlated model parameters and use them along with simulated white-noise processes to generate synthetic pairs of horizontal ground motion components along the principal axes. The proposed simulation method does not require any seed recorded ground motion and is ideal for use in performance-based earthquake engineering. Copyright (c) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:335 / 353
页数:19
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