A vehicle-bridge coupling vibration analysis on bridge girders by simple support design followed by structural continuous design
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    Abstract:

    The excessive amount of creeping camber of a simply-supported continuous bridge generated by the over pre-stressed on simply-supported beam, leads to the specific wavy on bridge line. In this paper, a vehicle model on the scale of 1/4 and the half-sine curve are used to simulate the vertical vibration. Then, the Newmark is adopted for calculating the vehicle-bridge interaction. It is found that if the girder camber is not well controlled, not only the safety of bridge construction but also the riding comfort of traveling vehicle will be influenced.

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周小烨.先简支后桥面连续梁桥车桥耦合振动分析[J].土木与环境工程学报(中英文),2015,37(Z1):57~61

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History
  • Received:March 15,2015
  • Revised:
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  • Online: September 21,2015
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