砌体填充墙框架结构的非线性有限元分析

英文篇名：The nonlinear finite element analysis of reinforced concrete frame structure with masonry infilled wall
中文刊名：苏州科技学院学报(工程技术版)
英文刊名：Journal of Suzhou University of Science and Technology(Engineering and Technology)
作者：皮淑萍 ; 唐兴荣
英文作者：PI Shuping ; TANG Xingrong(School of Civil Engineering ; SUST ; Suzhou 215011 ; China)
中文关键词：砌体填充墙 ; 钢筋混凝土 ; 框架 ; 非线性 ; 有限元分析
英文关键词：masonry infilled wall ; reinforced concrete ; frame ; nonlinear ; finite element analysis
出版日期：2013-03-15
机构：苏州科技学院土木工程学院;
年：2013
期：01
出版单位：苏州科技学院学报(工程技术版)

摘要

采用ABAQUS有限元软件建立填充墙框架结构的非线性有限元分析模型,对4榀填充墙框架结构和2榀纯框架结构性能进行了有限元非线性分析,并与试验结果进行了比较。结果表明,计算值与试验值比较吻合,说明建立的非线性有限元模型可以较好地模拟填充墙框架结构的性能,为进一步的分析提供参考。
The nonlinear finite element analysis model of reinforced concrete frame structures with infilled walls was established by using ABAQUS software,the structural behavior of 4 infilled reinforced concrete frames and 2 reinforced concrete frames was analyzed by the finite element nonlinear analysis,and the analytical results were compared with the experimental ones.The results showed that the analytical values were in good agreement with the experimental values,and the behavior of infilled reinforced concrete frame structure could be simulated by using the nonlinear finite element analysis model,which will provide reference for further analysis of the performance of this structure.

引文

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