[1]贡金鑫,赵继章.少筋砼结构考虑破坏相关性的可靠度分析[J].郑州大学学报(工学版),1991,12(03):61-66.
 Gong Jinxin,Zhao Jizhang,Analysis of reliability analysis of rectification of rectangular structure considered destruction[J].Journal of Zhengzhou University (Engineering Science),1991,12(03):61-66.
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少筋砼结构考虑破坏相关性的可靠度分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
12
期数:
1991年03期
页码:
61-66
栏目:
出版日期:
1991-09-28

文章信息/Info

Title:
Analysis of reliability analysis of rectification of rectangular structure considered destruction
作者:
贡金鑫;赵继章;
西安公路学院,西安公路学院,
Author(s):
Gong Jinxin; Zhao Jizhang;
Xi’an Highway College, Xi’an Highway College,
关键词:
少筋砼结构可靠度破坏相关性
Keywords:
Less tendon structure reliability destroy correlation
文献标志码:
A
摘要:
考虑少筋砼结构两道防线失效约相关性,本文对少筋砼结构的可靠度作了分析。分析结果表明,考虑相关性的失效概率较不考虑相关性约大6—11倍。因此分析少筋砼结构的可靠性必须考虑两道防线失效的相关性。
Abstract:
Considering the correlation between the two defense contract between the two defense of the tendon concrete, this article analyzes the reliability of the tendon and concrete structure. The analysis results show that the probability of failure to consider correlation is less than 6-11 times larger than that of the correlation. Therefore, the reliability of the structure of the tendon and concrete must consider the correlation between the two lines of defense.

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[2]李杰.地震灾害场系统可靠度控制模型研究(Ⅰ)[J].郑州大学学报(工学版),1994,15(01):26.
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更新日期/Last Update: 1900-01-01