摘要
以层间变形失效为主要失效模式,采用Monte-Carlo方法,在大震作用下对RC高层框架-剪力墙结构进行了失效相关性研究.研究结果表明绝大多数层之间的失效是统计相关的.
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 high-rise frame-shear-wall structures are studied by using Monte-Carlo method under strong earthquakes based on storey drift.The results indicate that the failure of absolute stories of RC high-rise frame-shear-wall structures is statistically dependent under strong earthquakes based on storey drift.
出处
《郑州大学学报（工学版）》
CAS
北大核心
2011年第1期9-12,17,共5页
Journal of Zhengzhou University（Engineering 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
