[1]朱俊锋,朱海华,王东炜..小震下基于功能的RC多层框架体系可靠度研究[J].郑州大学学报(工学版),2010,31(01):15.
　ZHU Junfeng,ZHU Haihua,WANG Dongwei.Study on System Reliability of Performance—-based RC Multi--storeyFrame Structures under Minor Earthquakes[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):15.
点击复制

小震下基于功能的RC多层框架体系可靠度研究()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
31
期数:
2010年01期
页码:
15
栏目:
出版日期:
2010-01-30

文章信息/Info

Title:
Study on System Reliability of Performance—-based RC Multi--storeyFrame Structures under Minor Earthquakes
作者:
朱俊锋; 朱海华; 王东炜.
河南科技大学建筑工程学院,河南,洛阳,471003
Author(s):
ZHU Junfeng; ZHU Haihua; WANG Dongwei
1．School of Architecture&Civil Engineering，Henan University of Science and Technology，Luoyang。471003 China；2．Schoolof Civil Engineering，Zhengzhou University，Zhengzhou，450001 China
Keywords:
reliability of system; frame structure; failure dependence; Monte—Carlo method
文献标志码:
A
摘要:
基于层间位移,以层间变形失效为主要失效模式,采用PNET方法,进行了RC多层框架结构在小震作用下的体系可靠度计算,并与蒙特卡罗方法的结果进行对比,研究结果表明:以层间变形失效为主要失效模式,并考虑它们之间的失效相关性,进行RC多层框架结构的体系可靠度计算是可行的.
Abstract:
In this paper，failure of storey deformation is regarded as main failure mode based on storey drift．The system reliability of RC multi—storey frame structure is calculated by using method of PNET．The resultis compared with that of Monte-Carlo method．The study result indicates that it is feasible to calculate the system reliability of RC multi-storey flame structure considering the dependence of failure modes based on failureof storey deformation as main failure modes．
更新日期/Last Update: 1900-01-01