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结构—地基—结构相互作用地震反应分析
引用本文:姜忻良,严宗达.结构—地基—结构相互作用地震反应分析[J].振动工程学报,1998,11(1):31-37.
作者姓名:姜忻良  严宗达
作者单位:天津大学土木系
摘    要:针对成层地基,用样条有限元与半解析无限元耦合法分析水平方向无限伸展的地基土,对结构-地基-结构进行了地震反应分析,并在分析中考虑了地震波存在的衰减和相位差,得到了不同结构-地基-结构相互作用之间的一些规律

关 键 词:地震反应分析  地基  样条有限元  半解析无限元  衰减  相位差

Earthquake Response Analysis of Building Foundation Building Interaction System
Jiang Xinliang,Yan Zongda.Earthquake Response Analysis of Building Foundation Building Interaction System[J].Journal of Vibration Engineering,1998,11(1):31-37.
Authors:Jiang Xinliang  Yan Zongda
Abstract:In this paper,the foundation is divided into finite layers in vertical direction. The spline finite element and the semi analytical infinite element are used to investigate the infinite soil. The decay and the phase difference of the earthquake wave are considered when building foundation building interaction system is investigated. Some conclusions on the earthquake responses of building foundation building interaction system are obtained.
Keywords:seismic  response  analysis  foundation  ground  spline  finite  element  semi  analytical  infinite  element  attenuation  differentiation  of  phase
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