| 框架-剪力墙结构静力弹塑性简化分析模型探讨 |
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| 引用本文： | 刘智星,高小旺. 框架-剪力墙结构静力弹塑性简化分析模型探讨[J]. 工程抗震与加固改造, 2008, 30(2): 48-51 |
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| 作者姓名： | 刘智星 高小旺 |
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| 作者单位： | 北京工业大学建筑工程学院,北京,100022;北京三茂建筑工程检测鉴定有限公司,北京,100873 |
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| 摘 要： | 在对钢筋混凝土框架-剪力墙结构中剪力墙简化模型-等代框架模型分析的基础上,探讨了该模型在钢筋混凝土框架-剪力墙结构静力弹塑性计算中的应用,并进行了单片墙元与等代模型的弹塑性分析的对比,阐明了应用简化模型对框架-剪力墙结构进行罕遇地震作用下弹塑性分析的可行性。
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| 关 键 词： | 框架-剪力墙 等代框架模型 静力弹塑性分析 |
Study and Analysis on Simplified Model of RC Frame-shear Wall Structure Static Elastic-plastic |
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| Liu Zhi-xing,Gao Xiao-wang. Study and Analysis on Simplified Model of RC Frame-shear Wall Structure Static Elastic-plastic[J]. Earthquake Resistant Engineering and Retrofitting, 2008, 30(2): 48-51 |
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| Authors: | Liu Zhi-xing Gao Xiao-wang |
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| Abstract: | On the basis of analysis of shear wall's simplified model-equivalent model,its application in RC frame-shear wall structure static elastic-plastic analysis is discussed,and the elastic-plastic analysis contrast between wall unit and equivalent model is carried out.The simplified model's feasibility in RC frame-shear wall structure static elastic-plastic analysis under the maximum earthquake action is illusminated. |
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| Keywords: | RC frame-shear wall structure equivalent model static elastic-plastic analysis |
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