TECHNICAL PAPERS
Nov 1, 1990

Stochastic Wave Representation of Seismic Ground Motion. II: Simulation

Publication: Journal of Engineering Mechanics
Volume 116, Issue 11

Abstract

In this paper, the seismic ground motion is simulated as a stochastic wave according to its analytically derived frequency‐wave number spectra. The simulation is performed using an extension of the spectral representation method, which considers that the simulated wave consists of the superposition of a number of plane waves having amplitudes consistent with the frequency‐wave number spectra. On the other hand, the frequency‐wave number spectra provide all the information concerning the correlational characteristics of ground motion. Therefore, the main characteristics of both the coherent component of ground motion (representation by plane waves) and the incoherent component of ground motion (representation by its cross‐correlational characteristics) are described in the simulated wave. At this stage, the model used to obtain analytically the frequency‐wave number spectra is relatively simple, considering the seismic source as a double couple (point source) located in an elastic half‐space. In addition, the model considers the propagation of three‐dimensional waves in the elastic half‐space that are generated at the seismic source and their eventual reflection at the ground surface.

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References

1.
Abrahamson, N. A., et al. (1987). “The SMART‐1 accelerograph/array (1980–1987): A review.” J. Earthquake Spectra, 3(2), 263–287.
2.
Aki, K., and Richards, P. G. (1980). Quantitative seismology: Theory and methods. Vol. 1, Freeman and Company, New York, N.Y.
3.
Deodatis, G., and Shinozuka, M. (1988). “Digital simulation of seismic ground motion using stochastic wave theory.” Prod. 9th World Conf. on Earthquake Engineering, Tokyo‐Kyoto, Japan, II.801–II.806.
4.
Deodatis, G., Shinozuka, M., and Papageorgiou, A. (1990). “Stochastic wave representation of seismic ground motion. I: F‐K spectra.” J. Engrg. Mech., ASCE, 116(11), 2363–2379.
5.
Harada, T., and Shinozuka, M. (1986). “Ground deformation spectra.” Proc. 3rd U.S. Conf. On Earthquake Engingeering, Charleston, S.C., III, 2191–2202.
6.
Luco, J. E., and Sotiropoulos, D. A. (1980). “Local characterization of free‐field ground motion and effects of wave passage.” Bull. Seismol. Soc. Am., 70(6), 2229–2244.
7.
Luco, J. E., and Wong, H. L. (1986). “Response of a rigid foundation to a spatially random ground motion.” J. Earthquake Engrg. Struct. Dyn., 14(6), 891–908.
8.
Papoulis, A. (1962). The Fourier integral and its applications. McGraw‐Hill, New York, N.Y.
9.
Vanmarcke, E. (1983). Random fields. MIT Press, Cambridge, Mass.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 11November 1990
Pages: 2381 - 2399

History

Published online: Nov 1, 1990
Published in print: Nov 1990

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Authors

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George Deodatis, Associate Member, ASCE
Res. Assoc., Dept. of Civ. Engrg. and Operations Res., Princeton Univ., Princeton, NJ 08544
Masanobu Shinozuka, Member, ASCE
Sollenberger Prof. of Civ. Engrg., Dept. of Civ. Engrg. and Operations Res., Princeton Univ., Princeton, NJ 08544
Apostolos Papageorgiou, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Rensselaer Polytech. Inst., Troy, NY 12180

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