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下挂式人行桥由于交通荷载引起的舒适性分析 被引量:2

Analysis on Comfort of Lower Suspended Footbridge Caused by Traffic Load
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摘要 将人行道下挂在两幅主桥之间,这种设计方法在国内尚属首次应用,下挂结构刚度较小,由主桥的交通荷载引起的振动直接影响了行人的舒适感和安全感,因此这类人行桥的舒适性问题需要特别的研究。该文采用车桥耦合振动,通过大量数值模拟分析研究由于车辆过桥时引起的人行桥的振动响应。结果表明在良好路面条件下,当车辆(重车)少于10辆/侧时,人行桥的舒适性基本满足要求。路面平整度对舒适性有很大的影响,行车速度对人行桥的舒适性影响不明显。 The footbridge is suspended between two main bridges.This design method is firstly used in China.The rigidity of suspended structure is smaller.The vibration caused by the traffic load of main bridge will directly impact the comfortable feeling and security feeling of the pedestrians.Therefore,it is required to specially study the comfortable issue of this footbridge.Using the coupling vibration of vehicle and bridge,the article analyzes and studies the vibrating response of footbridge caused by the vehicles passing bridge according to a large number of numerical simulations.The result sows that the comfort of footbridge basically satisfies the requirements when the vehicle number(heavy vehicle) is less than 10 vehicles / side under the good condition of pavement.The pavement smoothness greatly impacts the comfort,but the driving speed does not obviously impact the comfort of footbridge.
出处 《城市道桥与防洪》 2013年第6期242-245,7+6,共4页 Urban Roads Bridges & Flood Control
关键词 下挂人行桥 车桥耦合振动 舒适性 振动响应 路面平整度 行车速度 suspended footbridge,coupling vibration of vehicle and bridge,comfort,vibration response,pavement smoothness,driving speed
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参考文献7

  • 1S.Zivanovic,A.Pavic, P.Reynolds.Vibration serviceability of footbridges under human-induced excitation: a literature review, Journal of Sound and Vibration, 279(2005): 1 - 74.
  • 2陈阶亮,裘新谷.人行桥振动舒适性评价方法及标准研究现状[J].桥梁建设,2010,40(1):75-78. 被引量:27
  • 3谢旭,朱越峰,申永刚.大跨度钢索和CFRP索斜拉桥车桥耦合振动研究[J].工程力学,2007,24(z1):53-61. 被引量:27
  • 4European Committee for Standardization, Eurocode 5: ENV 1995-2, Design of Timber Structures - Part 2: Bridges,1997.
  • 5Bro2004,Vaagverkets Allmanna Tekniska Beskrivning For Nybyggande oeh Forbattring av Broar[S].
  • 6Y. Kajikawa, T. Kobori, Probabilistic approaches to the ergonomical serviceability of pedestrian-bridges, Transactions of JSCE 9 (1977): 86-87.
  • 7CJJ69-95.城市人行天桥与人行地道技术规范[S].[S].,..

二级参考文献15

  • 1S Zivanovic, A Pavic, P Reynolds. Vibration Serviceability of Footbridges under Human Induced Excitation [J]. Journal of Sound and Vibration, 2005, 279(1):1-74.
  • 2Griffin M J. Handbook of Human Vibration [M]. London: Academic Press, 1994.
  • 3OHBDC, Ontario Highway Bridge Design Code[S].
  • 4CEB-FIP Model Code 1990, Design Code Comite Euro- Wternatinal du Beton, Thomas Telford Services[S].
  • 5SIA 160, Action on Structures Swiss Society of Engineers and Architects[S].
  • 6BS 5400, Steel Concrete and Composite Bridges, Part 2: Specification for Loads;Appendix C: Vibration Serviceability Requirements for Foot and Cycle Track Bridges[S].
  • 7Pilnentel R L, Waldron P. Guide for the Vibration Serviceability Limit State of Pedestrian Bridges[C]// International and Full Scale Testing. London.. Seminar on Structural Assessment. 1996: 339-346.
  • 8Bro 2004, Vaagverkets Allm/inna Tekniska Beskrivning For Nybyggande och Forbittring av Broar[S].
  • 9ISO 2631-2, Evaluation of Human Exposure to Whole-Body Vibration Continuous and Shock-Induced Vibration in Buildings[S].
  • 10BS 6472, Guide to the Evaluation of Human Exposure to Vibration in Building[S].

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