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- W2378613604 abstract "The structure and bearing loads of spillway piers of Lidi Hydropower Station are rather complex.In order to understand the stress and deformation of weir,pier and anchor block,the whole space stress and deformation for spillway middle piers were analyzed by 3D FEM.Then the distribution rules of whole deformation and stress of the structure under typical working conditions were obtained.According to the results,the prestressed pier was stable totally,the distribution of whole stress and displacement of the structure under different loading combination met the design requirements.The effect of prestressing of concrete structure was evaluated." @default.
- W2378613604 created "2016-06-24" @default.
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- W2378613604 date "2009-01-01" @default.
- W2378613604 modified "2023-09-24" @default.
- W2378613604 title "Stress and Strain Analysis on the Spillway Silo Prestressed Pier of Lidi Hydropower Station" @default.
- W2378613604 hasPublicationYear "2009" @default.
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