[1]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):37-40,50.[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):37-40,50.[doi:10.3969/j.issn.1671-6833.2005.03.010]
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钢筋混凝土多层框架结构的失效相关性分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
26卷
期数:
2005年03期
页码:
37-40,50
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Failure correlation analysis of reinforced concrete multi-layer frame structure
作者:
朱俊锋; 王东炜; 霍达.
北京工业大学建筑工程学院,北京,100022, 郑州大学土木工程学院,河南,郑州,450002
Author(s):
ZHU Junfeng; Wang Dongwei; Hoda
关键词:
静力弹塑性;  失效相关性;  体系可靠度;  框架结构
Keywords:
DOI:
10.3969/j.issn.1671-6833.2005.03.010
文献标志码:
A
摘要:
在建筑结构中,体系可靠度是衡量结构整体性能的一个重要指标.在体系可靠度的计算中,一个急需要解决的问题是结构构件或截面间的相关性问题.基于静力弹塑性方法,对钢筋混凝土多层框架结构在小震和大震情况下的失效相关性问题进行了研究,分别得出了框架梁、柱在小震和大震下的部分失效相关性规律.
Abstract:
In building structure, system reliability is an important indicator to measure the overall performance of the structure. In the calculation of system reliability, an urgent problem to be solved is the problem of correlation between structural components or sections. Based on the static elastoplastic method, the failure correlation of reinforced concrete multi-layer frame structure under small and large earthquake conditions was studied, and the partial failure correlation law of frame beams and columns under small and large earthquakes was obtained.

相似文献/References:

[1]朱俊锋,王东炜..大震下基于位移的RC高层框架-剪力墙结构失效相关性研究[J].郑州大学学报(工学版),2011,32(01):9.[doi:10.3969/j.issn.1671-6833.2011.01.003]
[2]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