| 方钢管混凝土约束端柱组合剪力墙非线性有限元分析 |
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| 引用本文： | 成锟,张延庆.方钢管混凝土约束端柱组合剪力墙非线性有限元分析[J].建筑技术开发,2009(9):3-5. |
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| 作者姓名： | 成锟 张延庆 |
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| 作者单位： | 北京工业大学建筑工程学院; |
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| 摘 要： | 在考虑材料和几何非线性的基础上，通过有限元分析软件ABAQUS对方钢管混凝土约柬端柱组合剪力墙进行力学分析，对计算结果和试验结果进行比较，基本吻合。在此基础上进行参数分析，重点分析了混凝土强度等级，分布配筋率，钢管的强度及轴压比对组合剪力墙力学性能的影响。
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| 关 键 词： | 方钢管混凝土约束端柱组合剪力墙 非线性有限元 抗震性能 |
NONLIEAR ANALYSIS OF COMPOSITE SHEAR WALL WITH CONCRETE FILLED STEEL TUBE COLUMNS |
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| Cheng Kun Zhang Yan-qing.NONLIEAR ANALYSIS OF COMPOSITE SHEAR WALL WITH CONCRETE FILLED STEEL TUBE COLUMNS[J].Building Technique Development,2009(9):3-5. |
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| Authors: | Cheng Kun Zhang Yan-qing |
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| Affiliation: | Cheng Kun Zhang Yan-qing |
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| Abstract: | Both material nonlinearity and geometric nonlinearity being taken into consideration, mechanical analysis of composite shear wall with concrete filled steel tube columns is done by means of a kind of software for finite element analysis, ABAQUS, with the calculation results being roughly consistent with the testing results. Based on the above analysis, several parameters are also discussed. Detailed analyses are made to the impacts on the mechanical performance of composite shear wall from parameters as fol... |
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| Keywords: | composite shear wall with concrete filled steel tube columns nonlinear finite element analysis seismic behavior |
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