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- W2368645694 abstract "With a high rise pile sea-cross bridge as an example,the paper introduces the methods of calculating wind load and checks the aerostatic wind stability,internal forces of the wind load and the flutter in the maximum double cantilever stage.The calculation indicates that the strength and function mode have more influence on the main girder,main frusta,pile strength and placement;wind loading mode has less influence on the stability of the bridge;the main factors that control the structure stability are constant load and construction load." @default.
- W2368645694 created "2016-06-24" @default.
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- W2368645694 date "2009-01-01" @default.
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- W2368645694 title "Wind Load Analysis of the Maximum Cantilever in Construction Periods of High-Rise Cap Continous Rigid Frame Bridge" @default.
- W2368645694 hasPublicationYear "2009" @default.
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