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.
出处
《山西建筑》
2008年第25期84-85,共2页
Shanxi Architecture
关键词
底框-抗震墙结构
开洞墙体
侧向刚度
计算方法
under frame anti-shake wall structure, opening the hole wall, lateral rigidity, calculating method
