Z形截面短肢剪力墙的力学模型和计算分析  

Analysis on calculation and mechanical models of Z-shaped cross-section short-leg shear wall

作　　者：马爱民[1] 胡正平[2] 

机构地区：[1]西安工业大学建筑工程学院 [2]中国矿业大学(北京)力建学院

出　　处：《山西建筑》2010年第27期52-53,共2页Shanxi Architecture

摘　　要：通过对Z形截面带暗支撑短肢剪力墙的试验,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,并将计算结果与实测值进行了对比分析,得出两者符合较好的结论,对理论研究和设计方法研究有一定指导作用。Through testing the Z-shaped cross-section short-leg shear wall with concealed supporters,its rigidness calculation equation,the mechanical model and formula of bearing capacity calculation are set up in this thesis.Then it compares and analyzes the calculation result and the actual measured value,and makes a conclusion that they are matched each other very well,which has certain guiding effect on the theory research and design methods.

关 键 词：短肢剪力墙 刚度 承载力 

分 类 号：TU311[建筑科学—结构工程]