| 开洞剪力墙弹塑性分析的壁式框架方法 |
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| 引用本文： | 陈平 王社良. 开洞剪力墙弹塑性分析的壁式框架方法[J]. 西安建筑科技大学学报(自然科学版), 1995, 27(3): 288-293 |
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| 作者姓名： | 陈平 王社良 |
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| 作者单位： | 西安建筑科技大学建筑工程系 |
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| 摘 要： | 系统地给出了运用壁式框架方法对于开洞剪力墙结构进行弹塑分析的基本思想及其编程手段，通过对－６层试验模型进行计算分析并与试验结果比较，证明该方法运算迅速、结果可靠，可作为结构抗震验算的良好手段。
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| 关 键 词： | 高层建筑 剪力墙 弹塑性 壁式框架 抗震 |
Method of wide-columns used for elasto-plastic analysis of coupled shear walls |
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| Chen Ping, Wang Sheliang. Method of wide-columns used for elasto-plastic analysis of coupled shear walls[J]. Journal of Xi'an University of Architecture & Technology, 1995, 27(3): 288-293 |
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| Authors: | Chen Ping Wang Sheliang |
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| Abstract: | An idea of elasto-plastic analysis of coupled shear walls by the method of wide-columns is introduced. Also the main programing means are presented. Through calculation of 6-storey model andcompared with test result, it is shown that the method has clear concepts and superior function, andmay be used conveniently for anti-seismic structure designing. |
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| Keywords: | s: shear walls elastic-plastic seismic resistance/wide-columns |
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