+高级检索
随机车流作用下桥梁冲击系数分析
DOI:
作者:
作者单位:

作者简介:

通讯作者:

基金项目:


Impact Factor Analysis of Bridges under Random Traffic Loads
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
    摘要:

    为研究交通车辆作用下在役桥梁的振动特征,需提出随机车流作用下桥梁的冲击系数计算方法.根据响应面分析方法拟合了影响面的函数表达式,求得随机车流作用下桥梁结构最大静挠度;基于已编制的车-桥耦合振动分析程序,获得各类车型单独作用下车-桥耦合接触力,用该耦合接触力等效代替各类车辆三维模型作用在桥梁结构上,从而获得随机车流作用下桥梁结构的动力效应,并求得相应冲击系数,从而提出了简便且实用的随机车流作用下桥梁结构冲击系数计算方法.通过与规范计算值对比表明,本文所提出的方法能有效地计算随机车流下桥梁的冲击系数.

    Abstract:

    To study the vibration characters of the bridge in-service, the impact factor of bridge structures under random traffic loads was presented. The method of influence surface was firstly used to simulate the functions, which was used to obtain the max-value of static displacements by solving the max-value of the function. Secondly, based on each three-dimensional vehicle model and the program of the vehicle-bridge coupled system, the impact forces between each vehicle and the bridge were obtained and then used instead of the whole three-dimensional vehicles in the simulating random traffic loads. And finally, a new method of calculating the impact factor under random traffic loads was obtained and verified. Compared with the impact factor obtained by the Chinese bridge standard and the above method, the results have shown that the proposed method can effectively calculate the impact factor of bridge structures under random traffic.

    参考文献
    相似文献
    引证文献
文章指标
  • PDF下载次数:
  • HTML阅读次数:
  • 摘要点击次数:
  • 引用次数:
引用本文

殷新锋,邓露.随机车流作用下桥梁冲击系数分析[J].湖南大学学报:自然科学版,2015,42(9):68~75

复制
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-10-14
  • 出版日期:
作者稿件一经被我刊录用,如无特别声明,即视作同意授予我刊论文整体的全部复制传播的权利,包括但不限于复制权、发行权、信息网络传播权、广播权、表演权、翻译权、汇编权、改编权等著作使用权转让给我刊,我刊有权根据工作需要,允许合作的数据库、新媒体平台及其他数字平台进行数字传播和国际传播等。特此声明。
关闭