期刊文献+

人行激励下钢结构人行桥减振研究 被引量:5

下载PDF
导出
摘要 对某钢结构人行天桥在人行荷载作用下的动力时程进行了分析;基于行人舒适度标准,对天桥进行了TMD和MTMD减振分析,结果表明,对人行激励下钢结构人行天桥运用TMD和MTMD进行减振具有很好的效果;同时对简化模型和三维模型的计算结果进行了比较。
出处 《公路与汽运》 2009年第4期169-172,共4页 Highways & Automotive Applications
  • 相关文献

参考文献8

二级参考文献16

  • 1刘海燕,陈开利.在既有人行天桥栏杆上设置薄型TMD进行减振[J].世界桥梁,2004,32(1):69-73. 被引量:18
  • 2Pimentel R L,Pavic A,Waldron P.Evaluation of design requirements for footbridegs excited by vertical forces from walking[J].Canadian Journal of Civil Engineering,2001,28:769-777.
  • 3Dallard P,Fitzpatrick A J,Flint A,et al.The London Millennium Footbridge[J].The Structural Engineering,2001,79(22):17-35.
  • 4Bachmann H.Vibration upgrading of gymnasia,dance halls and footbridges[J].Structural Engineering International,1992,(2):118-124.
  • 5Bachmann H.Case studies of structures with man-induced vibrations[J].ASCE Journal of Structural Engineering,1992,(118):631-647.
  • 6Pimentel R L,Waldron P.Guidelines for the vibration serviceability limit state of pedestrian bridges[A].International Seminar on Structural Assessment-The Role of Large and Full Scale Testing[C].London:[s.n.],1996.339-346.
  • 7British Standard 5400,British Standards Institution(1978).Steel,concrete and composite bridges:Specification for loads[S].
  • 8Fujino Y,Packeco B M,Nakamura S I,et al.Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge[J].Earthquake Engineering and Structural Dynamics,1993,22:741-758.
  • 9中华人民共和国船舶检验局.船舶有害振动的预防[M].北京:人民交通出版社,1986..
  • 10Zivanovic S,Pavic A,Reynolds P.Vibration serviceability of footbridges under human-induced excitation:a literature review,Journal of Sound and Vibration,2005,279(1):1-74

共引文献266

同被引文献42

引证文献5

二级引证文献9

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