[1]李广慧,刘晨宇,傅方,等.基于相关性的在役框架结构体系可靠性分析[J].郑州大学学报(工学版),2001,22(03):44-47.[doi:10.3969/j.issn.1671-6833.2001.03.013]
　LI Guanghui,LIU Chenyu,Fu Fang,et al.Reliability analysis of in-service framework structure system based on correlation[J].Journal of Zhengzhou University (Engineering Science),2001,22(03):44-47.[doi:10.3969/j.issn.1671-6833.2001.03.013]
点击复制

基于相关性的在役框架结构体系可靠性分析()
分享到：

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

卷:
22
期数:
2001年03期
页码:
44-47
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Reliability analysis of in-service framework structure system based on correlation
作者:
李广慧; 刘晨宇; 傅方; 等.
郑州大学土木工程学院,, 郑州大学建筑学院,
Author(s):
LI Guanghui; LIU Chenyu; Fu Fang; etc
关键词:
在役结构;  框架结构;  体系可靠性
Keywords:
DOI:
10.3969/j.issn.1671-6833.2001.03.013
文献标志码:
A
摘要:
利用Monte-Carlo随机模拟方法,分别通过小震和中震下的失效相关性分析,得出了框架结构截面效应约束的失效相关性规律,并将其简化为便于可靠性分析的假设.通过算例给出了相关性规律在框架结构体系可靠性分析的应用.
Abstract:
Using Monte-Carlo stochastic simulation method, the failure correlation law of the cross-section effect constraint of the frame structure is obtained through the failure correlation analysis under small and medium earthquakes, respectively, and simplifies it to the assumption of reliability analysis. The application of correlation law in the reliability analysis of framework structure system is given through example.

相似文献/References:

[1]阎西康,马康,延华,等.两层两跨带施工缝混凝土框架抗震性能研究[J].郑州大学学报(工学版),2013,34(01):14.[doi:10.3969/j.issn.1671-6833.2013.01.004]
　YAN Xi-kangMA Kang,YAN Hua,CHEN Qian-qian,et al.Study on Seismic Behavior of a Two-story Two-bay ConcreteFrame with Construction Joint[J].Journal of Zhengzhou University (Engineering Science),2013,34(03):14.[doi:10.3969/j.issn.1671-6833.2013.01.004]
[2]朱俊锋,王东炜,霍达..基于位移的RC高层框架结构在大震作用下失效模式相关性分析[J].郑州大学学报(工学版),2006,27(03):9.[doi:10.3969/j.issn.1671-6833.2006.03.003]
　ZHU Junfeng,Wang Dongwei,Hoda.Displacement-based correlation analysis of failure mode of RC high-rise frame structure under large earthquake[J].Journal of Zhengzhou University (Engineering Science),2006,27(03):9.[doi:10.3969/j.issn.1671-6833.2006.03.003]
[3]王新玲,范建伟,王华..碳纤维布加固混凝土框架在竖向荷载下的试验研究[J].郑州大学学报(工学版),2006,27(04):14.[doi:10.3969/j.issn.1671-6833.2006.04.004]
　WANG Xinling,FAN Jianwei,Wang Hua.Experimental study of carbon fiber cloth reinforced concrete frame under vertical load [J].Journal of Zhengzhou University (Engineering Science),2006,27(03):14.[doi:10.3969/j.issn.1671-6833.2006.04.004]
[4]朱俊锋,王东炜,霍达..钢筋混凝土多层框架结构的失效相关性分析[J].郑州大学学报(工学版),2005,26(03):37.[doi:10.3969/j.issn.1671-6833.2005.03.010]
　ZHU Junfeng,Wang Dongwei,Hoda.Failure correlation analysis of reinforced concrete multi-layer frame structure[J].Journal of Zhengzhou University (Engineering Science),2005,26(03):37.[doi:10.3969/j.issn.1671-6833.2005.03.010]
[5]朱俊锋,吴泽玉,王东炜..砼框架结构在小震下失效及相关性分析[J].郑州大学学报(工学版),2003,24(01):85.[doi:10.3969/j.issn.1671-6833.2003.01.021]
　ZHU Junfeng,WU Zeyu,Wang Dongwei.Failure and correlation analysis of concrete frame structure under small earthquake[J].Journal of Zhengzhou University (Engineering Science),2003,24(03):85.[doi:10.3969/j.issn.1671-6833.2003.01.021]

更新日期/Last Update: 1900-01-01