Dynamic Soil Structure Interaction for Bridge Abutments on Piles

Abstract

In order to ensure satisfactory performance of bridge abutments in seismically active regions, the dynamic soil-structure interaction must be considered. An analytical model has been proposed for computing the response of gravity type bridge abutments during real earthquake based on the longitudinal sliding vibrations and in plane rotational displacements. A detailed discussion on the selection of appropriate springs, and radiation and material damping constants has been included.

Department(s)

Civil, Architectural and Environmental Engineering

International Standard Serial Number (ISSN)

0895-0563

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 2024 The Authors, All rights reserved.

Publication Date

01 Dec 1998

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