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基于节段模型试验的悬索桥涡振抑振措施

孙延国 廖海黎 李明水

孙延国, 廖海黎, 李明水. 基于节段模型试验的悬索桥涡振抑振措施[J]. 西南交通大学学报, 2012, 25(2): 218-223. doi: 10.3969/j.issn.0258-2724.2012.02.008
引用本文: 孙延国, 廖海黎, 李明水. 基于节段模型试验的悬索桥涡振抑振措施[J]. 西南交通大学学报, 2012, 25(2): 218-223. doi: 10.3969/j.issn.0258-2724.2012.02.008
SUN Yanguo, LIAO Haili, LI Mingshui. Mitigation Measures of Vortex-Induced Vibration of Suspension Bridge Based on Section Model Test[J]. Journal of Southwest Jiaotong University, 2012, 25(2): 218-223. doi: 10.3969/j.issn.0258-2724.2012.02.008
Citation: SUN Yanguo, LIAO Haili, LI Mingshui. Mitigation Measures of Vortex-Induced Vibration of Suspension Bridge Based on Section Model Test[J]. Journal of Southwest Jiaotong University, 2012, 25(2): 218-223. doi: 10.3969/j.issn.0258-2724.2012.02.008

基于节段模型试验的悬索桥涡振抑振措施

doi: 10.3969/j.issn.0258-2724.2012.02.008
基金项目: 

国家自然科学基金资助项目(50978223)

详细信息
    作者简介:

    孙延国(1981-),男,博士研究生,研究方向为大跨度桥梁抗风,电话:13882268299,E-mail:syg222@163.com

Mitigation Measures of Vortex-Induced Vibration of Suspension Bridge Based on Section Model Test

  • 摘要: 为研究大跨度悬索桥涡激振动性能,并提出有效的涡振抑振措施,以某大跨度钢箱梁悬索桥为工程背景,通过 1∶20大尺度节段模型风洞试验,在低阻尼下研究了人行道栏杆、检修轨道、导流板对主梁涡激振动性能的影响;通过在检修轨道内侧设置导流板抑制主梁的涡激振动,并基于试验现象探讨了涡激振动发生的机理.研究表明,在检修轨道内侧设置导流板抑制主梁涡激振动的措施使桥梁断面的气动外形更合理,抑振效果好,且结构形式简单,便于工程应用.

     

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出版历程
  • 收稿日期:  2011-05-26
  • 修回日期:  2011-01-24
  • 刊出日期:  2012-04-25

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