带短肢剪力墙的框架转换梁在竖向荷载作用下的受力特点  

CHARACTERISTICS OF THE FRAME SUPPORTED SHORT PIER SHEAR WALL STRUCTURE UNDER VERTICAL LOADS

作　　者：杨勤[1] 张云清[1] 

机构地区：[1]南京航空航天大学土木工程系,南京210016

出　　处：《建筑技术开发》2009年第8期3-4,共2页Building Technology Development

摘　　要：选取整体性系数为6和肢强系数为0.958的13层框支短肢剪力墙结构为研究对象,运用ANSYS 10.0有限元分析软件,研究了转换梁在竖向荷载作用下的应力分布特点,为框支短肢剪力墙结构的分析和设计提供了理论基础。This paper provides the research object which is a 13-stories frame supported short pier shear wall structure with integrity coefficients 6 and pier strength coefficients 0. 958, according to the Finite element analysis software Ansys 10.0 ,focus on stress distribution of three-short-pier wall under vertical loads. So it provides foundation for structure analysis and designing of frame supported short pier shear wall structure.

关 键 词：转换梁 短肢剪力墙 框支短肢剪力墙 转换层 

分 类 号：TU312.1[建筑科学—结构工程]