| 考虑节点域剪切变形的钢框架有限元分析 |
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| 引用本文： | 袁征,张志远,赵慧芳.考虑节点域剪切变形的钢框架有限元分析[J].河南科学,2009,27(9):1131-1133. |
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| 作者姓名： | 袁征 张志远 赵慧芳 |
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| 作者单位： | 1. 机械工业第六设计研究院,郑州,450007
2. 河南省电力勘测设计院,郑州,450007 |
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| 摘 要： | 借助有限元分析软件MIDAS／Gen，将钢框架梁柱节点作为一个单独的单元，建立起了考虑节点域剪切变形钢框架结构的有限元模型．将考虑节点域剪切变形的模型与传统计算方法的计算结果进行对比，为较准确的钢框架结构分析计算提供参考．
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| 关 键 词： | 有限元分析 钢框架 节点域 剪切变形 |
Finite Element Analysis on Shear Deformation of Panel Zone of Steel Frames |
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| Yuan Zheng,Zhang Zhiyuan,Zhao Huifang.Finite Element Analysis on Shear Deformation of Panel Zone of Steel Frames[J].Henan Science,2009,27(9):1131-1133. |
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| Authors: | Yuan Zheng Zhang Zhiyuan Zhao Huifang |
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| Institution: | 1. No.6 Institute of Project Planning & Research of Machinery Industry;Zhengzhou 450007;China;2. Henan Electric Power Survey & Design Institute;China |
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| Abstract: | Finite element analysis software MIDAS/Gen is introduced. Beam-to-column connection panel zone is regarded as an independent element. And then the finite element model of is established in which shear deformation of panel zone is taken into account. The result of model based on shear deformation of panel zone and the model based on traditional calculation method are compared,and by contrast,which can offer more accurate steel frame structure analysis methods. |
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| Keywords: | finite element analysis steel frame joint-panels shear deformation |
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