首层架空多层框架结构抗地震倒塌简化验算  

Simplified method of anti-seismic collapse of RC multi-story frame structures with first floor open

作　　者：程志辉[1] 陈辉明[1] 

机构地区：[1]华南理工大学建筑设计研究院,广州510641

出　　处：《建筑结构》2011年第4期105-108,共4页Building Structure

摘　　要：探讨了把首层架空框架结构简化为单质点模型的条件,对工程中常见的首层架空多层钢筋混凝土框架结构的简化条件进行了分析,指出当结构高宽比较小时,可简化成一个单层框架模型。根据单层框架模型,利用结构延性需求、等效阻尼比、地震加速度反应谱得到架空层的层间需求曲线(V-u曲线),作为架空层抗地震倒塌设计的依据。通过结构在罕遇地震下的倒塌率计算,验证了文中方法的可靠性。The equivalent conditions of frame structure with first floor open and infilled walls model simplified to single particle model were discussed.With the consideration of infilled walls,in common scale in engineering,simplified conditions of multi-story and multi-span reinforced concrete frame with open floor were collected and generalized.For checking collapse resistant,the frame can be simplified to the single floor frame model when the height-width ratio of the structure is small.The inter-story demand curve of open floor（V-u curve）,as the design basis of open floor collapse resistant,was obtained through the structure ductility demand,the equivalent damping ratio and the earthquake acceleration response spectrum.The reliability of the method was checked by calculating the collapse rate of the structure under rare earthquake.

关 键 词：框架结构 填充墙 架空层 抗地震倒塌 

分 类 号：TU375.4[建筑科学—结构工程]