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短肢剪力墙的ANSYS非线性有限元分析
引用本文:刘琳,贾益纲.短肢剪力墙的ANSYS非线性有限元分析[J].江西科学,2009,27(3):388-390.
作者姓名:刘琳  贾益纲
作者单位:1. 南昌大学建筑工程学院,江西,南昌,330031
2. 南昌大学设计研究院,江西,南昌,330029
摘    要:首先采用ANSYS有限元分析软件对短肢剪力墙模型进行非线性分析,得到剪力墙加载至破坏的全过程,并与试验结果进行比较,验证ANSYS建模计算的准确性,然后通过改变模型的轴压比,分析对比在不同轴压比情况下短肢剪力墙的荷载位移曲线、刚度退化速度等情况,为工程实践中控制建筑物的轴压比提供参考依据。

关 键 词:ANSYS  短肢剪力墙  轴压比  荷载位移曲线  刚度退化

Non-linear Finite Element Simulative Analysis of Short Shear Wall by ANSYS
LIU Lin,JIA Yi-gang.Non-linear Finite Element Simulative Analysis of Short Shear Wall by ANSYS[J].Jiangxi Science,2009,27(3):388-390.
Authors:LIU Lin  JIA Yi-gang
Institution:1.School of Architectural Engineering;Nanchang University;Jiangxi Nanchang 330031 PRC;2.Institute of Design and Research;Jiangxi Nanchang 330029 PRC
Abstract:This article first uses the ANSYS finite element analysis software to carry on the nonlinear analysis to the short extremity shearing force wall model,obtains the shearing force wall to load to the destruction entire process,and carries on the comparison with the test result,confirms the ANSYS modelling computation the accuracy,then presses the ratio through the change model's axis,the analysis contrast,in the disalignment pressure compares in the situation to open hole shearing force factors and so on wall...
Keywords:ANSYS
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