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- W2348921536 abstract "According to the principle of total potential energy with stationary value in elastic system dynamics and the setting in right position rule for formulating system matrixes,the coupling vibration equation of vehicle-bridge system is established,considering the deformation of the continuous beam concrete-filled steel tube arch bridge deck generated by the creep and temperature,and making the deformation overlaps the track irregularities in the form of combinational curves.The computer simulation is adopted to establish the dynamic FEM model of vehicle-bridge system and the effect of deck creep and temperature deformation on coupling vibration of vehicle-bridge system is researched.The results show that track irregularities caused by the deck creep and temperature deformation influence the load decrement rate of wheel weight,the vertical acceleration and the vertical Sperling index so obviously that track irregularities need to be considered,when the safety and driving comfort of vehicle on the bridge is evaluated,especially for the high-speed trains." @default.
- W2348921536 created "2016-06-24" @default.
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- W2348921536 date "2009-01-01" @default.
- W2348921536 modified "2023-09-26" @default.
- W2348921536 title "Vehicle-Bridge Coupling Vibration of Continuous Beam Arch Bridge Considering Concrete Creep and Temperature Deformation of Bridge Deck" @default.
- W2348921536 hasPublicationYear "2009" @default.
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