异形柱框架—剪力墙结构的剪力墙适宜高度分析

英文篇名：Analysis on eligible highness of shearwall for RC frame-shearwall structure with special shaped columns
中文刊名：四川建筑科学研究
英文刊名：Sichuan Building Science
作者：秦力 ; 程志辉 ; 顾祥林
英文作者：QIN Li1 ; 2 ; CHENG Zhihui2 ; GU Xianglin1(1.School of Civil Engineering ; Tongji University ; Shanghai 200092 ; China ; 2.School of Architectural and Civil Engineering ; Northeast Dianli University ; Jilin 132012 ; China)
中文关键词：异形柱 ; 框架—剪力墙结构 ; 剪力墙适宜高度
英文关键词：special shaped column ; frame-shearwall structure ; eligible highness of shearwall
出版日期：2007-08-25
机构：同济大学土木工程学院,东北电力大学建筑工程学院,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,吉林吉林132012,上海200092
年：2007
期：04
出版单位：四川建筑科学研究

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。
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.

引文

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