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.文中以层间变形失效为主要失效模式,采用Monte-Carlo方法,在小震作用下对高层框架-剪力墙结构进行了失效相关性研究,得出了高层框架-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 high-rise frame-shear-wall structures are studied by using Monte-Carlo method under minor earthquakes based on storey drift.Some statistical rules of failure dependence are obtained about high-rise frame-shear-wall structures under minor earthquakes.
出处
《河南科学》
2011年第5期567-570,共4页
Henan Science
基金
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(2008QN020)资助
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
