底框—抗震墙结构开洞墙体侧向刚度算法比较  

Compare with under frame anti-shake wall structure opening the hole wall lateral rigidity algorithm

作　　者：李志伟[1] 

机构地区：[1]北京交通大学土木建筑工程学院

出　　处：《山西建筑》2008年第25期84-85,共2页Shanxi Architecture

摘　　要：通过结构模型试验及课题研究,指出了墙体侧向刚度对底框—抗震墙结构抗震性能的影响,分析了各种计算侧向刚度的方法,通过对各种方法优缺点的总结,提出了一个带洞墙体侧向刚度的简化计算方法,大量算例证明了该方法的准确性。According to research problem and structure model test, it indicates the influence of wall lateral rigidity to under frame anti-shake capability, analyzes every kind of method of calculating lateral rigidity, according to summarize advantage and disadvantage of every kind of method, it puts forward a simplified calculating method of bringing the hole wall lateral rigidity, a lot of calculating examples prove the accuration of this method.

关 键 词：底框-抗震墙结构 开洞墙体 侧向刚度 计算方法 

分 类 号：TU311.2[建筑科学—结构工程]