摘要
在广泛收集武汉市城区建筑样本的基础上,对砌体结构和框架结构进行震害评价计算,对400多栋框架结构与砌体结构建筑样本信息进行统计分析,得到震害矩阵;考察同类建筑物在实际震害下的震害矩阵,研究对比震害评价指数与震害等级之间的合理对应关系,对已有的计算方法或震害评判标准进行合理修正。
This paper make earthquake damage assessment mainly for masonry and frame struct ure based on sample buildings collected extensively in Wuhan city,a earthquake damage matrix was formed from a sample of 400 masonry and frame structure buildi ngs.In addition,the earthquake damage matrix of similar buildings under real ea rthquake was collected.The reasonable correspondence between earthquake damage a ssessment index and seismic damage level was studied,the existing calculation m ethod or evaluation standard was corrected reasonable.
出处
《土木工程与管理学报》
2011年第3期50-54,共5页
Journal of Civil Engineering and Management
关键词
砌体结构
框架结构
震害评价
震害矩阵
修正
masonry
framework
earthquake damage assess ment
earthquake damage matrix
correction