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- W2368360080 abstract "According to that Niaoerchao Masonry Arch Dam on Yuanlin County,Hunan Province had been constructed and impounded on two steps,the whiter raised a method of stress analysis for the dam after built.This is that stress analysis had been also completed on two steps,then two results was composed as the final one.In the calculation,the loads of sediment and temperature are applied on the second step of stress analysis.Comparing the stress analysis results of dam construction with and without steps,the whiter obtained a conclusion that the composed stress of the dam generally met the requirement of standards when the dam adopted the method of constructing and impounding on two steps.But it should be plaid attention that falling stage must not be exceeded 20 m when the reservoir is emptied." @default.
- W2368360080 created "2016-06-24" @default.
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- W2368360080 date "2008-01-01" @default.
- W2368360080 modified "2023-09-26" @default.
- W2368360080 title "Stress Analysis of Niaoerchao Masonry Arch Dam" @default.
- W2368360080 hasPublicationYear "2008" @default.
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