| 基于概率极限状态理论的混凝土结构耐久性设计方法 |
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| 引用本文： | 孙志胜,贾伟,王新君.基于概率极限状态理论的混凝土结构耐久性设计方法[J].价值工程,2010,29(21):84-84. |
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| 作者姓名： | 孙志胜 贾伟 王新君 |
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| 作者单位： | 山东省滨州市公路局,滨洲,256600 |
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| 摘 要： | 本文引述和分析了关于混凝土结构耐久性设计的主要理论和方法,基于环境指数评定法以及概率极限状态设计法,提出基于概率极限状态理论的耐久性设计方法。并对耐久性极限状态的确定进行了探讨。
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| 关 键 词： | 耐久性设计 可靠度 极限状态 |
Concrete Structure Durability Design Method Based on Probability Limit States Theory |
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| Sun Zhisheng,Jia Wei,Wang Xinjun.Concrete Structure Durability Design Method Based on Probability Limit States Theory[J].Value Engineering,2010,29(21):84-84. |
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| Authors: | Sun Zhisheng Jia Wei Wang Xinjun |
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| Institution: | Sun Zhisheng; Jia Wei; Wang Xinjun ( Shangdong Province Binzhou Highway Administrator Bureau, Binzhou 256600, China) |
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| Abstract: | This paper quotes and analyzes the main theories and methods of concrete structure durability design. Based on the environmental indicator evaluation method and probability limit states method, the author puts forward durability design method based on probability limit states theory and discusses the determining of durability limit states. |
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| Keywords: | durability design reliability limit states |
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