期刊文献+

大跨径悬索桥提高抗风稳定性的措施研究 被引量:2

Research on Measure for Improvement of Wind-resistant Stabilization of Long-span Suspension Bridge
下载PDF
导出
摘要 随着桥梁设计和施工水平的不断提高,现代悬索桥的跨径纪录不断刷新,改善抗风稳定性能是大跨径悬索桥设计和建造中的一个重要课题。分析了悬索桥各类风致振动的振动机制及对桥梁的不利影响,从提高系统整体刚度、控制结构振动特性和改善断面气动性能3个方面介绍了各类抗风措施及其工作原理,简述了减振装置的构造和应用实例,并对风洞试验的方法及意义进行讨论。这些结果将有助于我国2 000 m以上大跨径悬索桥抗风稳定性的设计和研究。 With the improvement of the bridge design and construction technology,the record of modern suspension bridge's span is refreshed continually.Therefore,Aerodynamic stability becomes the most important factor in designing and constructing suspension bridges.In order to guarantee wind-resistant stabilization of long-span suspension bridge,the dynamic behavior and the wind-resistant stability are analyzed by the experiment of wind-tunne1,and the method and meaning of wind tunnel experiment are also highlighted.The influence of the preventive measures on suspension bridge is explored,and the reasonable structural system of long-span suspension bridges is also discussed.The results will be valuable in designing and analyzing suspension bridge which span is over 2 000 meters long.
出处 《后勤工程学院学报》 2011年第5期17-21,共5页 Journal of Logistical Engineering University
关键词 大跨径悬索桥 抗风稳定性 阻尼器 抗风构件 风洞试验 long-span suspension bridge wind-resistant stabilization damper wind-resistant structure wind tunnel test
  • 相关文献

参考文献16

二级参考文献77

共引文献67

同被引文献20

  • 1徐优.悬索桥施工过程的颤振分析[J].铁道建筑技术,2007(1):28-30. 被引量:2
  • 2华旭刚,陈政清.基于ANSYS的桥梁全模态颤振频域分析方法[J].中国公路学报,2007,20(5):41-47. 被引量:23
  • 3郑宪政,奚绍中.悬索桥加劲梁架设过程抗风稳定性分析[J].桥梁建设,1997,27(1):24-28. 被引量:3
  • 4TanakaH,DamsgaardA,ReinoP,etal.Aerodynamicstabilityofasuspensionbridgewithapartiallyconstructedbridgedeck[C]//Proc15thIntAssn(association)ofBridgeandStructEngrsCongrRep,IABSE,Zurich,1996:113-118. 被引量:1
  • 5TanakaH,GimsingNJ.Aerodynamicstabilityofnonsymmetricallyerectedsuspension bridgegirders[J].JournalofWindEngineeringandIndustrialAerodynamic,1999,80:85-104. 被引量:1
  • 6GeYJ,TanakaH.Aerodynamicstabilityoflong-spansuspensionbridgesundererection[J].JournalofStructureEngineering,ASCE,2000,126(12):1404-1412. 被引量:1
  • 7CobodelArcoD,AparicioAC.Improvingthewindstabilityofsuspensionbridgesduringconstruction[J].JournalofStructureEngineering,ASCE,2001,127(8):869-875. 被引量:1
  • 8LarsenA.Predictionofaeroelasticstabilityofsuspensionbridgesduringerection[C]//TheProceedingof9thInternationalConferenceonWindEngineering,NewDelhi,India,1995. 被引量:1
  • 9LarsenA.Aerodynamicaspectsofthefinaldesignofthe1624msuspensionbridgeacrosstheGreatBelt[J].JournalofWindEngineeringandIndustrialAerodynamic,1993,48:261-285. 被引量:1
  • 10ZhangXJ.Investigationonaerodynamicstabilityoflong-spansuspensionbridgesundererection[J].JournalofWind Engineering and IndustrialAerodynamic, 2004(92):1-8. 被引量:1

引证文献2

二级引证文献8

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