节点文献
钢筋混凝土核心筒体抗震性能分析
Seismic analysis of reinforced concrete core wall by finite element method
【摘要】 本文在非线性有限元计算模型和分析程序的基础上,对影响钢筋混凝土核心筒体抗震性能的三个重要参数,即高宽比、轴压比、连梁刚度比,进行了一系列模型的非线性计算分析,得出了各参数对核心筒的承载力、破坏形式、延性、耗能能力等抗震性能的影响,为参数影响的定量研究和工程设计提供了有价值的参考。
【Abstract】 On the basis of a nonlinear reinforced concrete finite element analysis model and an analysis program, the behavior of reinforced concrete core walls under cyclic loads with different axial load ratio, different heightwidth ratio and different coupledbeam stiffness was studied. The comparison of the experimental and computational results shows that the analysis model is reasonable. And the effects of the parameters were also studied.
【关键词】 钢筋混凝土核心筒;
非线性;
有限元;
抗震性能;
【Key words】 reinforced concrete core wall; nonlinear; finite element; seismic behavior;
【Key words】 reinforced concrete core wall; nonlinear; finite element; seismic behavior;
【基金】 国家自然科学基金项目赞助(项目编号:50025821);上海市重点学科建设项目赞助。
- 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2003年05期
- 【分类号】TU352.1
- 【被引频次】33
- 【下载频次】375