| 空心RC剪力墙试验研究及非线性有限元分析 |
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| 引用本文： | 金怀印,许淑芳,崔钊,杨永哲,王洁.空心RC剪力墙试验研究及非线性有限元分析[J].山东建筑工程学院学报,2007(2). |
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| 作者姓名： | 金怀印 许淑芳 崔钊 杨永哲 王洁 |
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| 作者单位： | 同济大学土木工程学院 上海200092(金怀印)，西安建筑科技大学土木工程学院 西安710055(许淑芳，崔钊，杨永哲)，华东建筑设计研究院有限公司二所 上海200002(王洁) |
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| 摘 要： | 基于空心钢筋混凝土剪力墙试件在低周反复荷载作用下的试验研究,采用ANSYS有限元分析程序,对其进行了非线性有限元分析,结果表明试验结果与有限元分析结果符合较好。作为静力试验研究的补充,利用ANSYS进一步分析了混凝土强度等级、轴压比、空心率、配筋率、人工竖缝对空心钢筋混凝土剪力墙的弹塑性性能的影响。为实际工程的设计提供了理论依据。
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| 关 键 词： | 空心钢筋混凝土剪力墙 低周反复试验 非线性有限元 轴压比 |
An experimental study and a nonlinear finite element analysis of hollow R. C. shear wall |
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| JIN Huai-yin,XU Shu-fang,CUI Zhao,et al..An experimental study and a nonlinear finite element analysis of hollow R. C. shear wall[J].Journal of Shandong Institute of Architecture and Engineering,2007(2). |
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| Authors: | JIN Huai-yin XU Shu-fang CUI Zhao |
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| Affiliation: | JIN Huai-yin1,XU Shu-fang2,CUI Zhao2,et al. |
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| Abstract: | Based on cyclic reversed loading experiment study on Hollow Reinforced Concrete Shear Wall,a specimen's nonlinear finite element analysis was made,and the results indicate that the experimental data agree well with those of the finite element computation.As the supplements of static experimental study,this paper,analyzing the influences of the variable concrete strength grade,ratios of axial compression,hollow ratios,steel ratios and vertical seam on the hollow R.C.shear wall elastic plastic properties,can be a reference for projects designing. |
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| Keywords: | hollow reinforced concrete shear wall cyclic reversed loading experiment nonlinear finite element method ratios of axial compression |
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