期刊文献+

窄悬索桥气动稳定性的风洞试验研究 被引量:6

Research on Aerodynamic Stability of Narrow Suspension Bridge Based on Wind Tunnel Test
原文传递
导出
摘要 对于处于西部山区复杂风环境中的窄悬索桥,为了确保其气动稳定性及研究提高气动稳定性的措施,制作了弹簧悬挂模型在长安大学CA-1风洞实验室中进行风洞试验。试验结果表明,该桥气动不稳定,必须改变原始设计以提高结构刚度、确保结构安全。考虑到桥梁使用功能和构造的限制,对原桥采取增加抗风缆和中央扣等措施,并对增加了措施的模型重新进行了风洞试验。试验结果表明,在桥梁原设计方案上增加了抗风缆和中央扣之后,大大提高了结构的基频和颤振临界风速,保证了气动稳定性。 For the narrow suspension bridge in complex wind climate in western mountainous area,in order to ensure the aerodynamic stability of the bridge and find out the mitigation measures for improving the aerodynamic stability,spring-support models were made for wind tunnel test in wind tunnel laboratory of Changan University.The test result indicates that the aerodynamic performance of the bridge is unstable and the original design must be changed considerably to improve the structural rigidity to ensure safety.Considering the limit of function and structure,the models with mitigation measures such as auxiliary cables and central buckles were re-tested in wind tunnel.The test result indicates that auxiliary cables and central buckles can considerably increase the fundamental frequency of the bridge and critical flutter wind speed to ensure the aerodynamic stability.
出处 《公路交通科技》 CAS CSCD 北大核心 2011年第1期91-95,共5页 Journal of Highway and Transportation Research and Development
关键词 桥梁工程 窄悬索桥 风洞试验 气动稳定性 颤振 bridge engineering narrow suspension bridge wind tunnel test aerodynamic stability flutter
  • 相关文献

参考文献10

二级参考文献31

共引文献99

同被引文献65

  • 1聂利英,陈佳彬,刘群,李建中.基于IDA方法的悬索桥地震破坏机理分析中地震输入合理选择[J].土木工程学报,2015,48(6):64-72. 被引量:3
  • 2杨詠昕,葛耀君,项海帆.中央稳定板颤振控制效果和机理研究[J].同济大学学报(自然科学版),2007,35(2):149-155. 被引量:18
  • 3葛耀君,丁志斌,赵林.缆索承重桥梁桥塔自立状态涡激共振及其控制[J].同济大学学报(自然科学版),2007,35(8):1008-1012. 被引量:21
  • 4JTG/TD60-01-2004.公路桥梁抗风设计规范[S].[S].,..
  • 5Hong Ah Lum, Ubertini A. Wind analysis of a suspension bridge : identification and finite-ele- ment model simulation [ J ]. Journal of Structur- al Engineering ,2014,137 ( 1 ) : 133 - 142.
  • 6Zhang Wenming, Ge Yaojun, Levitan Marc L. A method for nonlinear aerostatic stability anal- ysis of long-span suspension bridges under yaw wind[J]. Wind and Structures,2013,17 (5) : 553 - 564.
  • 7Xie Jiali,Ma Cunming. Research on influences of wind screens on wind-resistant capability for long-span suspension bridges [J].Advanced Materials Research,2013,774 - 776:73 - 77.
  • 8Scanlan R H. Probleatics in formulation of wind-force models for bridge decks [ J ]. Journal of Engineering Mechanics, 2014, 119 ( 7 ) : 1353 - 1375.
  • 9Miros P.Aerodynamic Characteristics of a Stressed Ribbon Pedestrian Bridge Span 252 m[J].Journal of Wind Engi- neering and industrial Aerodynamics,1994,53:301-314.
  • 10Brown Sean L,Montgomery C James,Rozendaal,Mike.Fort Edmonton Footbridge - Erection engineer- ing for a pedestrian suspension bridge[J].WN All fields,2012:1969-2014.

引证文献6

二级引证文献17

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