摘要
建立了Z形截面带暗支撑短肢剪力墙的刚度计算公式，以及承载力计算的力学模型与公式。并对Z形截面短肢剪力墙构件针对墙肢截面高厚比分别为5、6．5、8情况下，分别验证是否带暗支撑2种类型。计算分析表明：采用本文方法对弹性刚度及承载力的计算结果与实测值符合较好。
In this paper, Theoretical analysis based on Z-shaped section short pier shear bracing wall models is presented. The simplified mechanics model and the calculative formulas of the stiffness and the bearing capacity have been established. With three wall width-depth ratios（5, 6.5and 8）, the specimen have been designed in two ways, with concealed bracing and without. Based on the experimental and theoretical study, the design method of the concealed bracing shear wall has been presented.
出处
《建筑技术开发》
2006年第2期16-19,共4页
Building Technology Development
基金
国家973项目（No.2002CB412707）
关键词
简化力学模型
短肢剪力墙
暗支撑
Simplified mechanics model
Short pier shear wall
Concealed bracing
