LI Xiao-zhen, CAI Jing, QIANG Shi-zhong. Train running safety and comfort analysis of the cable-stayed bridge on Wuhu Yangtze-river bridge[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 34-40.
Citation: LI Xiao-zhen, CAI Jing, QIANG Shi-zhong. Train running safety and comfort analysis of the cable-stayed bridge on Wuhu Yangtze-river bridge[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 34-40.

Train running safety and comfort analysis of the cable-stayed bridge on Wuhu Yangtze-river bridge

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  • Author Bio:

    LI Xiao-zhen(1970-), male, PhD, an associate professor of Southwest Jiaotong University, engaged in research of bridge structure dynamics

  • Received Date: 2002-02-20
  • Publish Date: 2002-09-25
  • The 3D free vibration properties of the cable stayed bridge on Wuhu Yangtze river bridge, which is of 180+312+180m span, are analyzed by space bar FEM model. The coupling vibration responses of vehicle bridge system under moving trains are calculated. Based on the reasonable assessment index, the train running safety and comfort of the bridge are analyzed in detail.Resultsshow that, though the ratio of deflection to span for bridge under design load is 1/587, the train can pass it safely and comfortably.

     

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