Journal article
Seismic analysis of asymmetric building-foundation systems
Abstract
A method of analysis for the earthquake response of three-dimensional multi-storey asymmetric buildings founded on a flexible foundation is presented. The building-foundation system considered in this study is a linear N-storey asymmetric building on a rigid footing resting on the surface of a linear elastic half-space. The whole system has 3N + 5 displacement degrees of freedom. The governing equations are developed considering the motions of …
Authors
Sivakumaran KS; Lin M-S; Karasudhi P
Journal
Computers & Structures, Vol. 43, No. 6, pp. 1091–1103
Publisher
Elsevier
Publication Date
6 1992
DOI
10.1016/0045-7949(92)90010-w
ISSN
0045-7949