先简支后桥面连续梁桥车桥耦合振动分析
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


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

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    先简支后桥面连续梁桥由于预应力张拉过大,导致梁体过度上拱,从而形成以跨径为波长的特定波浪形桥面线形。本文取用四分之一车辆模型计算车辆的垂直振动加速度,采用Newmark法对车桥耦合振动方程进行数值求解。研究发现如果梁体的上拱度控制不好,不仅影响桥梁的施工和安全,而且还会影响车乘人员在过桥时的行车舒适性。

    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.

    参考文献
    相似文献
    引证文献
引用本文

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. Zhou Xiaoye. A vehicle-bridge coupling vibration analysis on bridge girders by simple support design followed by structural continuous design[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2015,37(Z1):57-61.[doi]

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2015-03-15
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-09-21
  • 出版日期:
文章二维码