[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.[doi:10.3969/j.issn.1671-6833.2010.01.003]
　ZHU Junfeng,ZHU Haihua,Wang Dongwei.Research on reliability of RC multilayer frame system based on function under small earthquake[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):15.[doi:10.3969/j.issn.1671-6833.2010.01.003]

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小震下基于功能的RC多层框架体系可靠度研究()

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

卷:

31卷

期数:

2010年01期

页码:

15

栏目:

出版日期:

2010-01-30

文章信息/Info

Title:

Research on reliability of RC multilayer frame system based on function under small earthquake

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

DOI:

10.3969/j.issn.1671-6833.2010.01.003

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:

Based on the interlayer displacement and interlayer deformation failure as the main failure mode, the reliability calculation of RC multilayer frame structure under small seismic action is carried out by PNET method, and compared with the results of Monte Carlo method, the research results show that it is feasible to calculate the reliability of RC multilayer frame structure with interlayer deformation failure as the main failure mode and considering the failure correlation between them.

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