【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.更多还原

【Abstract】 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.更多还原