Please use this identifier to cite or link to this item: https://doi.org/10.1006/jsvi.1995.0116
Title: A substructure approach to dynamic soil-structure interaction due to incident plane waves
Authors: Koh, C.G. 
Ho, Y.C.
Balendra, T. 
Issue Date: 9-Mar-1995
Source: Koh, C.G., Ho, Y.C., Balendra, T. (1995-03-09). A substructure approach to dynamic soil-structure interaction due to incident plane waves. Journal of Sound and Vibration 180 (5) : 797-807. ScholarBank@NUS Repository. https://doi.org/10.1006/jsvi.1995.0116
Abstract: A substructure approach is presented for solving dynamic soil-structure interaction problems involving embedded or underground structures in a viscoelastic soil medium. The excitation considered is incident plane P and SV waves. The wave functions expansion analytical method and the collocation technique numerical method are used, respectively, to satisfy the governing wave equations and the boundary conditions at some selected points. An impedance matrix is obtained which depends on the geometry of the embedded structures and soil conditions. Superstructures such as buildings, if any, are readily included in the final stage of the formulation. Two numerical examples are presented to illustrate the proposed procedure. © 1995 Academic Press. All rights reserved.
Source Title: Journal of Sound and Vibration
URI: http://scholarbank.nus.edu.sg/handle/10635/65076
ISSN: 0022460X
DOI: 10.1006/jsvi.1995.0116
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