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- W2387304388 abstract "Bridge and vehicle are treated as two separate systems.1/2 four free degree vehicle model is proposed;their dynamic equations are established with the adoption of virtual work theory.According to the power spectral density function advised by GB/T 7031—1986,different values of different bridge deck roughness are obtained.The time-domain response of the simply-supported beam in different bridge deck roughness caused by moving vehicle is obtained by numerical simulation,and the variety rule of impacting factor is also obtained.The result shows that the value of impacting factor increases along with vehicle velocity but not linearly along with the grade of highway bridge deck roughness.The grade of bridge deck roughness is the most remarkable factor influencing vehicle dynamic effect." @default.
- W2387304388 created "2016-06-24" @default.
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- W2387304388 date "2008-01-01" @default.
- W2387304388 modified "2023-09-24" @default.
- W2387304388 title "Dynamic Response of Simply-Supported Bridge under Moving Vehicular Loads" @default.
- W2387304388 hasPublicationYear "2008" @default.
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