连梁刚度对不等肢剪力墙刚度的影响研究  

The study of the unequal limb shear wall stiffness by The influence of coupling wall-beam stiffness

作　　者：刘飞姣 杨宗仁 LIU Feijiao;YANG Zongren(Shanxi conservancy technical institute Department of Architectural Engineering Yuncheng 044000;China energy construction group shanxi electric power survey and design institute New energy engineering branch,Taiyuan 040001)

机构地区：[1]山西水利职业技术学院建筑工程系,山西运城044000 [2]中国能源建设集团山西省电力勘测设计院有限公司新能源工程分公司,山西太原040001

出　　处：《福建建筑》2017年第12期58-61,共4页Fujian Architecture & Construction

摘　　要：针对实际工程中出现的钢筋混凝土不等肢剪力墙结构的现状,文章利用软件MIDAS GEN8.0有限元分析软件建立了双肢不等肢剪力墙有限元模型,对连梁与不等肢剪力墙肢刚度的关系进行了静力弹塑性分析,并深入研究了影响因素,分析结果表明:连梁、小墙肢的刚度越大,其整体受力体系刚度越大。The present situation of the unequal limb shear wall structure of reinforced concrete in the practical engineering is presented.The finite element model of the double unequal limb shear wall was established in this paper through the use of MIDAS GEN8.0finite element analysis software.The static elastic plastic analysis of the stiffness of the shear wall of the connecting beam and the unequal limb shear wall is carried out,It is concluded that the greater the rigidity of the beam and the small wall,the greater the rigidity of the overall force system and the influence factors were studied.

关 键 词：连梁刚度 不等肢剪力墙 MIDAS 

分 类 号：TU3[建筑科学—结构工程]