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短肢剪力墙结构力学性能分析
引用本文:杨正华,张敏,李松峰.短肢剪力墙结构力学性能分析[J].华东交通大学学报,2008,25(2):16-21.
作者姓名:杨正华  张敏  李松峰
作者单位:华东交通大学,土木建筑学院,江西,南昌,330013
摘    要:在分析整体小开口剪力墙结构、壁式框架结构和联肢剪力墙结构受力特点的基础上,提出了一种合理的短肢剪力墙结构形式,既克服了整体小开口剪力墙结构和传统联肢剪力墙墙肢净距受限的缺点,又克服了壁式框架结构连梁刚度过高的不足,同时短肢剪力墙还具有较佳的弹性力学性能.

关 键 词:短肢剪力墙  联肢剪力墙  壁式框架  整体小开口剪力墙
文章编号:1005-0523(2008)01-0016-06
修稿时间:2007年10月20

Analysis of Mechanics Property of Short-pier Shearing Wall Structure
YANG Zheng-hu,ZHANG Min,LI Song-feng.Analysis of Mechanics Property of Short-pier Shearing Wall Structure[J].Journal of East China Jiaotong University,2008,25(2):16-21.
Authors:YANG Zheng-hu  ZHANG Min  LI Song-feng
Institution:(School of Civil Engineering and Architecture East China Jiaotong University, Nanchang 330013, China)
Abstract:According to the property of small-open monolithic shearing wall structure,wall-frame structure and coupled shearing wall structure,a new type of short-pier shearing wall has been advanced rationally,which overcomes the weakness of the limited clear distance between various wall limbs in small-open monolithic shearing wall structures and traditional coupled shearing wall structures,and conquers the shortcoming of much higher coupling beams in wall-structures.Besides,the short-pier shearing wall structures have very good elastic mechanics characteristic.
Keywords:short-pier shearing wall  coupled shearing wall  wall-frame  small-open monolithic shearing wall  
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