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相邻结构-地基-土相互作用的分支模态实用研究
引用本文:姜忻良,严宗达,中国天津,天津大学,武志金.相邻结构-地基-土相互作用的分支模态实用研究[J].地震工程与工程振动,1998,18(3):8-13.
作者姓名:姜忻良  严宗达  中国天津  天津大学  武志金
作者单位:佳木斯市建设银行 154000
摘    要:本文在提出模态综合二步分析法研究相邻结构-地基-土相互作用的基础上,采用振动特性和实际结构相同的模拟结构,求得上,下部之间的耦合项,将耪合项和地震动一起组成修正地震动,以此作为刚性基础的结构抗震的分析的地震输入,本文为利用专业程序进行相邻结构-地基-土相互作用抗震分析提供了新的途径。

关 键 词:相邻结构  相互作用  分支模态  地基  

Research on Practical Method of Branched Mode for Neighboring Structure foundation Soil Interaction System
Jiang,Xinliang Yan Zongda.Research on Practical Method of Branched Mode for Neighboring Structure foundation Soil Interaction System[J].Earthquake Engineering and Engineering Vibration,1998,18(3):8-13.
Authors:Jiang  Xinliang Yan Zongda
Abstract:IN this paper,a two step method for the neighboring structures foundation soil interaction system based on the branched mode method is proposed.According to the inertia coupling of the superstructure and the foundation soil system,the modified earthquake ground motions can be obtained,which can be used as the earthquake inputs for the analysis of seismic responses of the structure with rigid bases.Thus,the neighboring structures foundation soil interaction system can be analyzed by the specialized program.
Keywords:neighboring structures  interaction system  branched mode  practical method
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