华南理工大学学报(自然科学版) ›› 2005, Vol. 33 ›› Issue (4): 53-58.

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模态问气动耦合效应对桥梁抖振的影响

曾宪武 韩大建   

  1. 华南理工大学 土木工程系,广东 广州 510640
  • 收稿日期:2004-01-12 出版日期:2005-04-25 发布日期:2005-04-25
  • 通信作者: 曾宪武(1977-),男,博士生,主要从事大跨度桥梁抗风抗震及其控制的研究 E-mail:xw.zeng@163.com
  • 作者简介:曾宪武(1977-),男,博士生,主要从事大跨度桥梁抗风抗震及其控制的研究

Effect of Aerodynamic Coupling Among Modes on Buffeting Redponse of Bridges

zeng Xian-wu  Han Da-jian   

  1. Dept.of Civil Engineering,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China
  • Received:2004-01-12 Online:2005-04-25 Published:2005-04-25
  • Contact: Zeng Xian—wu(born in 1977).male,Ph.D.candidate,mainly researches on wind and earthquake resis tance and its control of long—span bridges E-mail:xw.zeng@163.com
  • About author:Zeng Xian—wu(born in 1977).male,Ph.D.candidate,mainly researches on wind and earthquake resis tance and its control of long—span bridges

摘要: 对桥梁抖振的分析传统上均采用单模态叠加SRSS法,但随着桥梁的长大化,模态间气动耦合效应的影响越来越大,在分析中必须加以考虑.有鉴于此,文中采用Scanlan多模态耦合抖振理论,以2自由度弯扭耦合系统为研究对象,通过定义系统的l0种不同的传递函数并考察系统传递函数随风速的变化规律,对模态间气动耦合效应进行进一步的研究,揭示了模态间气动耦合的机理和本质.

关键词: 大跨度桥梁, 多模态耦合抖振, 频域, 气动耦合, 传递函数

Abstract:

The bufeting analysis of bridges has traditionally been accomplished by the single-mode-based SRSS (Square Root of the Sum of the Squares)method.As the main spans of bridges become longer and Ionger,the efect of the aerodynamic coupling among modes becomes so significant that it should not be neglected any more.In this paper,ten transfer functions are defined to further investigate the efect of the aerodynamic coupiing among mod es by analyzing the variation of the transfer functions with wind velocity. This investigati0n is based on the multimod e buffeting analysis procedure proposed by Scanlan. A torsional coupling ystem with 2 degrees of freedom is used as the object,and the characteristics and mechanism of the aerodynamic coupling are discussed.

Key words: long span bridge, muhimode coupled buffeting, frequency domain, aerodynamic coupling, trans-fer , function