Effect of Expansion Joints on Long-span Bridges on Driving Behavior: A Driving Simulator Study
编号:1238 访问权限:仅限参会人 更新:2021-12-03 10:39:40 浏览:103次 张贴报告

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摘要
For some long-span bridges, the width of the expansion joint is larger than the circumference of truck tire. Because of the different friction coefficients between the expansion joint and road surface, vehicles often slip at the expansion joint, which would threaten driving safety. In order to analyze this problem, a model of a typical long-span bridge was established under three different weather conditions: sunny, rainy, and snowy, and a series of experiments were conducted based on a high fidelity driving simulator. It is found that the expansion joint of the long-span bridge does have certain influences on driving behavior. With the reduction of the road friction coefficient and the increase of the width of expansion joints, this influence poses a threat to traffic safety. These findings also suggest that drivers tend to be more cautious and their driving behavior would become more conservative in bad weather conditions.
关键词
CICTP
报告人
Xiaopeng SONG
Tongji University

稿件作者
Xiaopeng SONG Tongji 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

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Chinese Overseas Transportation Association
Chang'an University
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