摘要
针对底部架空的框架结构在地震中,底层柱破坏明显、上部梁及结构受损较轻的现象,分析了震害产生的原因,并提出框架底部架空层设计时应注重的几个方面。
Placing against the framework of the structure in the earthquake,the phenomenon of the obvious destruction and damage to the structure,the article analyses the causes of earthquake damage,proposes the framework bottom stilt floor design should pay attentions.
出处
《福建建筑》
2011年第7期32-33,共2页
Fujian Architecture & Construction
关键词
底部架空层
填充墙
强柱弱梁
系数
Bottom stilt floor Filled-wall Strong column weak beam Coefficient