| 少筋砼结构考虑破坏相关性的可靠度分析 |
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| 引用本文： | 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, 0(3) |
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| 作者姓名： | 贡金鑫 赵继章 |
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| 作者单位： | 西安公路学院，西安公路学院 |
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| 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。
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| 关 键 词： | 少筋砼结构 可靠度 破坏相关性 |
Reliability Analysis For Rare-reinforced Concrete Strnctnre Considering Failure Correlation |
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| Gong Jinxin Zhao Jizhang. Reliability Analysis For Rare-reinforced Concrete Strnctnre Considering Failure Correlation[J]. Journal of Zhengzhou University: Eng Sci, 1991, 0(3) |
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| Authors: | Gong Jinxin Zhao Jizhang |
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| Affiliation: | Xian Institute of Highway |
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| Abstract: | A reliability analysis was presented considering failure correlation between tow limit states of rare-reinforced concete structure.The results shown that failure probability considering failure correlation. 6--11 times larger than the one that not considering failure correlation. Thus, the correlation between two limit states of rare-reinforced concrete structure must be considered in the reliability analysis. |
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| Keywords: | Rare-reinforced concrete structure Reliability analysis Failure correlation |
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