摘要
为了简化结构体系可靠度的计算,有必要研究失效相关性问题.以层间变形失效为主要失效模式,采用Monte-Carlo方法,在小震作用下对RC多层框架-剪力墙结构进行了失效相关性研究,得出了RC多层框架-剪力墙结构在小震作用下部分失效相关性统计规律.
In order to simplify the calculation of structural system reliability, it is necessary to study the problem of failure dependence. In this paper,the failure dependences of RC multi-storey frame-shear-wall structures are studied by using Monte-Carlo method under minor earthquakes based on storey drift. Some statistical rules of failure dependence arc obtained about RC multi-storey frame-shear-wall structures under minor earthquakes.
出处
《河南科学》
2009年第9期1127-1130,共4页
Henan Science
基金
国家自然科学基金资助项目(50178064)
河南科技大学博士科研启动基金资助
河南科技大学青年研究基金资助(2008QN020)
关键词
体系可靠度
框架-剪力墙结构
失效相关性
reliability of system
frame-shear wall structure
failure dependence
