| 基于ANSYS进行剪力墙静力非线性抗震性能评估 |
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| 引用本文： | 孙立富,高小旺.基于ANSYS进行剪力墙静力非线性抗震性能评估[J].山西建筑,2007,33(11):13-14. |
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| 作者姓名： | 孙立富 高小旺 |
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| 作者单位： | 1. 北京工业大学建筑工程学院,北京,100022
2. 中国建筑科学研究院,北京,100013 |
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| 摘 要： | 以高层钢筋混凝土剪力墙结构为研究对象,建立了该结构静力非线性分析计算的基本过程,提出了基于通用有限元软件ANSYS进行剪力墙抗震性能评估的方法,并列举了一具体实例加以分析,为评定地震区已建建筑结构的抗震能力提供了方法。
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| 关 键 词： | 高层剪力墙 静力非线性分析 抗震性能 |
| 文章编号： | 1009-6825(2007)11-0013-02 |
| 修稿时间： | 2006-11-28 |
Nonlinear seismic response analysis method of reinforced concrete shear walls by ANSYS |
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| SUN Li-fu,GAO Xiao-wang.Nonlinear seismic response analysis method of reinforced concrete shear walls by ANSYS[J].Shanxi Architecture,2007,33(11):13-14. |
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| Authors: | SUN Li-fu GAO Xiao-wang |
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| Affiliation: | SUN Li-fu GAO Xiao-wang |
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| Abstract: | The nonlinear static pushover finite element analysis method of high-rise reinforced concrete shear walls has been established.The anti-seismic nonlinear performance assessment of reinforced concreteshear walls is presented by using ANSYS and lists a concrete example to analyze.Which to offer the method to evaluate shock resistance of established buliding structure in earthquake region. |
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| Keywords: | high-rise shear walls the nonlinear static pushover finite element analysis anti-seismic nonlinear performance assessment |
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