Spatial variation of seismic ground motions: An overview

Author:

Zerva Aspasia1,Zervas Vassilios2

Affiliation:

1. Department of Civil and Architectural Engineering, Drexel University, Philadelphia PA 19104; aspa@drexel.edu

2. Deceased

Abstract

This study addresses the topic of the spatial variation of seismic ground motions as evaluated from data recorded at dense instrument arrays. It concentrates on the stochastic description of the spatial variation, and focuses on spatial coherency. The estimation of coherency from recorded data and its interpretation are presented. Some empirical and semi-empirical coherency models are described, and their validity and limitations in terms of physical causes discussed. An alternative approach that views the spatial variation of seismic motions as deviations in amplitudes and phases of the recorded data around a coherent approximation of the seismic motions is described. Simulation techniques for the generation of artificial spatially variable seismic ground motions are also presented and compared. The effect of coherency on the seismic response of extended structures is highlighted. This review article includes 133 references.

Publisher

ASME International

Subject

Mechanical Engineering

Reference135 articles.

1. Saxena V, Deodatis G, and Shinozuka M (2000), Effect of spatial variation of earthquake ground motion on the nonlinear dynamic response of highway bridges, Proc of 12th World Conf on Earthquake Engineering, Auckland, New Zealand.

2. Berrah MK and Kausel E (1993), A modal combination rule for spatially varying seismic motions, Earthquake Eng. Struct. Dyn.22, 791–800.

3. Der Kiureghian A, Keshishian P, and Hakobian A (1997), Multiple support response spectrum analysis of bridges including the site response effect and the MSRS code, Earthquake Engineering Research Center Report No. UCB/EERC-97/02, Univ of California, Berkeley CA.

4. Der Kiureghian A and Neuenhofer A (1992), Response spectrum method for multiple support seismic excitation, Earthquake Eng. Struct. Dyn. 21, 713–740.

5. Zerva A (1992), Seismic loads predicted by spatial variability models, Struct. Safety 11, 227–243.

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