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- W2367527965 abstract "In this paper,the four parameter Hsiegh Ting Chen model is employed to define the failure of concrete,and a limit state equation,used in reliability analysis,is established.The influence of concrete strength average value and variation coefficient on gravity dam reliability is analyazed by an existing dam.The results show that the influence of the variation coefficient on dam reliability index is much greater than that of the average value." @default.
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- W2367527965 date "2001-01-01" @default.
- W2367527965 modified "2023-09-25" @default.
- W2367527965 title "Analysis of Influence of Concrete Strength Average Value and Variation Coefficient on Dam Reliability" @default.
- W2367527965 hasPublicationYear "2001" @default.
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