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半无限地基上框架结构动力性态研究
引用本文:田洁,刘恭忍,王克成.半无限地基上框架结构动力性态研究[J].西安理工大学学报,1998,14(1):99-104.
作者姓名:田洁  刘恭忍  王克成
作者单位:西安理工大学水利水电学院建筑工程系
摘    要:将半无限地基分为远域和近域,分别用超参映射动力无穷元和普通有限元模拟,提出一种上部结构与地基之间的耦合单元,从而建立了该系统的数值分析模型。基于该模型,分析研究了地基远域、地基与结构的弹模比、结构高宽比、以及输入方式对该系统动力特性的影响。计算结果表明:这种影响是明显的。

关 键 词:框架结构  半无限地基  耦合模型  动力相互作用

Research on Dynamic Properties of Frame Structure on Semi Infinite Foundation Tian Jie Liu Gongren Wang Kecheng
Abstract:In this paper, the semi infinite foundation is divided into far and near domains, and they are simulated by the super parameter mapping dynamic infinite element and the ordinary finite element respectively. A coupling element between the superstructure and ground is also suggested where by a mathematical model of numerical analysis for that system is established, on the basis of which the effect of the foundation far domain, the elastic modulus ratio between the height and span of the structure and input patterns upon the dynamic properties of the system is analysed and studied. Accordingly, the results show that the effect is apparent.
Keywords:frame structure  stmi  infinite foundation  coupling model  dynamic interaction  dynamic property  
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