斜拉桥索-面-塔三自由度非线性振动模型及其1∶2∶1内共振分析
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

航空科学基金资助项目(2008ZD52040)


Dynamics of a three degrees of freedom nonlinear vibration model of cables and bridge decks and towers with the frequency 1∶2∶1 internal resonance
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:

    研究斜拉桥拉索-桥面-桥塔的三自由度耦合振动模型及其1∶2∶1内共振问题.将拉索简化为两端有弦连接的质量块,将桥面和桥塔分别视作只有竖向振动和只有横向振动的弹簧质量块系统,建立了桥塔-拉索-桥面三自由度耦合非线性振动模型.利用多尺度方法得到了系统发生1∶2∶1内共振的条件.对系统的内共振进行了数值模拟,结果表明索-面-塔在初始扰动下会发生1∶2∶1内共振,能量会在系统各部分之间发生有规律的传递和交换.

    Abstract:

    A nonlinear coupled vibration model of cables and bridge decks and towers and its 1∶2∶1 resonance was investigated. The cable was simplified as a concentrated mass jointed by two weightless strings. The deck and the tower were both simplified as a concentrated mass that can only move vertically and horizontally, respectively. By these simplifications, a nonlinear vibration system of three degrees of freedom was established. With the application of the method of multiple scales, the condition of occurrence of the internal resonance was obtained. The validity of the analysis was verified by numerical simulation. The results show that the 1∶2∶1 internal resonance will arise under some initial condition and then the vibration energy will be transformed and exchanged among the cables, the decks, and the towers regularly.

    参考文献
    相似文献
    引证文献
引用本文

张妍,王怀磊,杨杰.斜拉桥索-面-塔三自由度非线性振动模型及其1∶2∶1内共振分析[J].动力学与控制学报,2010,8(1):62~66; Zhang Yan, Wang Huailei, Yang Jie. Dynamics of a three degrees of freedom nonlinear vibration model of cables and bridge decks and towers with the frequency 1∶2∶1 internal resonance[J]. Journal of Dynamics and Control,2010,8(1):62-66.

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:2008-06-18
  • 最后修改日期:2009-07-22
  • 录用日期:
  • 在线发布日期:
  • 出版日期:

微信公众号二维码

手机版网站二维码