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- W2349135649 abstract "Base on simple vehicle model and simple continuous girder bridge model,the vehicle-bridge interaction model is built.Under moving vehicle loads,the histories of bending moment at different sections and mode curves of continuous girder bridge are given.The investigations show that the main mode is different for different sections of a continuous girder bridge.The numerical analysis indicates that the formula of impacting factor for a concrete continuous girder bridge is unreasonable which only takes account of the first frequency of bridge." @default.
- W2349135649 created "2016-06-24" @default.
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- W2349135649 date "2005-01-01" @default.
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- W2349135649 title "Discussion on Impacting Factor of Highway Bridge" @default.
- W2349135649 hasPublicationYear "2005" @default.
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