期刊文献+

曲线箱梁桥的车-桥耦合振动分析 被引量:1

Analysis for Coupled Vibration of Vehicle-Bridge on Curved Box Girders
下载PDF
导出
摘要 利用Ansys软件计算了连续箱梁桥不同曲率半径时的自振频率,用梁单元模拟连续曲线桥,用移动质量模拟车辆,建立了车-桥耦合振动模型。考察了曲率半径、车辆速度、车重对曲线桥挠度冲击系数的影响,总结了曲线桥挠度冲击系数随曲率半径、车辆速度、车重的变化规律。 Abstract: Ansys software was applied to calculate the vibrating frequencies of the different radius of curved box girders, beam elements was used to simulate continuous curved bridge, moving mass was used to simulate vehicle, so a vehicle - bridge coupled vibration model was established. The impact of the radius of curvature, vehicle speed and vehicle weight on curve bridge deflection impacting factors were ex- amined, the changing rules of curve bridge deflection impacting factors with the radius of curvature, vehicle speed, vehicle weight variation was summarized.
作者 黎振源
出处 《福建建设科技》 2013年第4期70-71,77,共3页 Fujian Construction Science & Technology
关键词 曲线箱梁桥 振动频率 车-桥耦合 动力系数 curved box Girders vibrating frequency vehicle - bridge couple impacting factor
  • 相关文献

参考文献5

二级参考文献31

  • 1刘献栋,邓志党,高峰.基于逆变换的路面不平度仿真研究[J].中国公路学报,2005,18(1):122-126. 被引量:70
  • 2刘华,叶见曙,张涛.连续梁在行驶车辆作用下的动态反应[J].交通运输工程学报,2006,6(2):26-29. 被引量:11
  • 3李国豪.桥梁稳定与振动[M].北京:中国铁道出版社,1996..
  • 4中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB/T7031-2005机械振动道路路面谱测量数据报告[S].北京:中国标准出版社,2006.
  • 5YANG F H, FONDER G A. An Iterative Solution Method for Dynamics Response of Bridge-vehicles Systems [ J ]. Journal of Sound and Vibration, 1996 (25) : 195 - 215.
  • 6HENCHI K, FAFARD M, TALBOT M, et al. An Efficient Algorithm for Dynamic Analysis of Bridge under MovingVehicles Using a Coupled Modal and Physical Components Approach [J ]. Journal of Sound and Vibration, 1998, 212 ( 4 ) : 663 - 683.
  • 7YANG Y B, WU Y S. A Versatile Element for Analyzing Vehicle bridge Interaction Response [J ]. Engineering Structures, 2001, 23 (5): 452-469.
  • 8HENCHI K, FAFARD M, TALBOT M, et al. An Efficient Algorithm for Dynamic Analysis of Bridge under Moving Vehicles Using a Coupled Modal and Physical Components Approach [J]. Journal of Sound and Vibration, 1998, 212 (4): 663 - 683.
  • 9HUANG D Z. Dynamic Analysis of Steel Curved Box Girder Bridges [J ]. Journal of Bridge Engineering, 2001, 6 (6) : 506- 513.
  • 10宋一凡,陈榕峰.基于路面不平整度的车辆振动响应分析方法[J].交通运输工程学报,2007,7(4):39-43. 被引量:70

共引文献35

同被引文献1

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部