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- W2393107694 abstract "Main causes of crack and large deflection on long span concrete beam bridges are studied and a new concept to account for them is discussed.The theory of cable-stayed bridge construction monitoring is applied to prestressed concrete beam bridge.Controlling stress and displacement of bridge caused by dead weight,attrition loss of prestress wire,creep and shrinkage of concrete,temperature effect and foundation settlement etc.are analyzed during the construction stage and operation stage.The number of prestress wires are adjusted based on parameter identification during construction,and the spare internal tendons and external tendons are modified according to internal force on operation.By these measures,the prevent cracks of girder and undue deflection at midspan of long span prestressed concrete beam bridge could be prevented.At the same time,the design principle of the Zhujiang River Bridge is briefly introduced." @default.
- W2393107694 created "2016-06-24" @default.
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- W2393107694 date "2007-01-01" @default.
- W2393107694 modified "2023-09-23" @default.
- W2393107694 title "A New Concept of Designing Long Span Concrete Beam Bridge" @default.
- W2393107694 hasPublicationYear "2007" @default.
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