| 异形柱框架-剪力墙结构的剪力墙适宜高度分析 |
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| 引用本文： | 秦力,程志辉,顾祥林. 异形柱框架-剪力墙结构的剪力墙适宜高度分析[J]. 四川建筑科学研究, 2007, 33(4): 5-8 |
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| 作者姓名： | 秦力 程志辉 顾祥林 |
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| 作者单位： | 同济大学土木工程学院,上海,200092;东北电力大学建筑工程学院,吉林,吉林,132012;东北电力大学建筑工程学院,吉林,吉林,132012;同济大学土木工程学院,上海,200092 |
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| 摘 要： | 针对采用异形柱框架-剪力墙结构体系的工程实例,利用PKPM结构设计与分析软件对截断上部几层剪力墙的结构模型进行了计算分析,探讨了剪力墙的适宜高度,提出了适当取消结构上部几层剪力墙对整个结构的有效刚度几乎没有影响,剪力墙不必贯通结构全高,可根据具体情况进行删减。
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| 关 键 词： | 异形柱 框架-剪力墙结构 剪力墙适宜高度 |
| 文章编号： | 1008-1933（2007）04-0005-04 |
| 修稿时间： | 2006-05-19 |
Analysis on eligible highness of shearwall for RC frame-shearwall structure with special shaped columns |
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| QIN Li,CHENG Zhihui,GU Xianglin. Analysis on eligible highness of shearwall for RC frame-shearwall structure with special shaped columns[J]. Building Science Research of Sichuan, 2007, 33(4): 5-8 |
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| Authors: | QIN Li CHENG Zhihui GU Xianglin |
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| Affiliation: | 1. School of Civil Engineering,Tongji University,Shanghai 200092 ,China; 2. School of Architectural and Civil Engineering,Northeast Dianli University,Jilin 132012,China |
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| Abstract: | The present work is based on the construction project using RC frame-shearwall structure with special shaped columns, By adopting PKPM structure software ,the model cancelled upper layer shearwalls of structure are calculated. It is concluded that cancelled upper layer shearwalls has little effect on the effective stiffnesses of structure, and it is unnecessary to extend their shearwalls to the height of entire structure. |
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| Keywords: | special shaped column frame-shearwall structure eligible highness of shearwall |
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