Research on Vehicle-Bridge Coupling Vibration and Impact Coefficient of Highway Suspension Bridge
编号:850 访问权限:仅限参会人 更新:2021-12-03 10:30:44 浏览:89次 张贴报告

报告开始:2021年12月18日 03:55(Asia/Shanghai)

报告时间:15min

所在会场:[T2] Track II Transportation Infrastructure Engineering [S2-4] Simulation and Characterization on Transportation Materials

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摘要
To calculate impact coefficient of the most disadvantageous part of highway suspension bridge more accurately, a computational method based on vehicle-bridge coupling vibration is proposed. First ,the standard fatigue vehicle and the multi-scale bridge model with evenness are established, and the general equation of vehicle-bridge coupling vibration is derived. Secondly, the corresponding computational program of vehicle-bridge coupling vibration is designed. Then, the computational method of impact coefficient of bridge is introduced and obtained. Finally, the computational method of impact coefficient based on vehicle-bridge coupling vibration is verified by corresponding experiments. They are consistent with each other, and the computationalal method is reliable that can be used for dynamic analysis of highway suspension bridges. Based on the verification method, several main factors affecting the impact coefficient, such as vehicle speed, vehicle weight and bridge surface evenness, are analyzed, and some suggestions for reducing the impact effect are put forward.
关键词
CICTP
报告人
Wei ZHENG
School of Highway, Chang'an University

稿件作者
Wei ZHENG School of Highway, Chang'an University
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重要日期
  • 会议日期

    12月17日

    2021

    12月20日

    2021

  • 12月16日 2021

    报告提交截止日期

  • 12月24日 2021

    注册截止日期

主办单位
Chinese Overseas Transportation Association
Chang'an University
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