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.
出处
《苏州科技学院学报（工程技术版）》
CAS
2013年第1期30-33,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
苏州科技学院研究生培养创新工程(SKCX11S_030)
江苏省企业院士工作站科研项目(YG-2011-06-06)
关键词
砌体填充墙
钢筋混凝土
框架
非线性
有限元分析
masonry infilled wall
reinforced concrete
frame
nonlinear
finite element analysis
