Dynamic soil-structure interaction of adjacent structures

被引：0

作者：

Savidis, SA ^{[1
]}

Hirschauer, R ^{[1
]}

机构：

[1] Tech Univ Berlin, Inst Geotech, Berlin, Germany

来源：

EARTHQUAKE GEOTECHNICAL ENGINEERING, VOLS 1-3 | 1999年

关键词：

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The presented paper describes a numerical procedure to analyze structures of arbitrary geometry on the surface of a layered soil with constant stiffness and damping in each layer. The mixed boundary value problem is solved numerically using influence-functions for the layered soil. The soil-structure interaction is realized by a discrete weighted residual technique formulated in the frequency domain. Examples are given for two structures under seismic excitation and for a system of railway ties exposed to harmonic excitation.

引用

页码：943 / 948

页数：6

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