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考虑背景响应的斜拉桥侧向抖振响应分析 被引量:1

Lateral buffeting response analysis of cable stayed bridges including background response
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摘要 对福州市青州路闽江结合梁斜拉桥主梁侧向抖振响应进行了较为详细的分析 ,较全面地考虑了气动导纳、自激气动力和背景响应的影响 ,为对未考虑背景响应的抖振分析结果进行修正 ,定义了背景响应修正系数并给出了计算公式 ,计算了闽江斜拉桥的侧向抖振响应 ,与未考虑背景响应影响的有限元分析结果进行了对比 ,对侧向抖振位移响应以及背景响应比例进行了参数分析。分析表明 The formulae including both background and resonant response are given, and detailed lateral buffeting response analysis of Qingzhou cable stayed bridge over Min river are presented,in which all the effects including self excited aerodynamic forces, aerodynamic admittance and background response are taken into account. The results indicate that the background response of lateral buffeting of Qingzhou cable stayed bridge should not be neglected.
出处 《中国公路学报》 EI CAS CSCD 北大核心 2000年第2期43-47,共5页 China Journal of Highway and Transport
基金 国家自然科学基金项目! (59895410 )
关键词 斜拉桥 风荷载 侧向抖振响应 背景响应 cable stayed bridge wind load lateral buffeting response background response
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  • 1Simiu E&Scanlan R著.风对结构的作用-风工程导论 刘尚培、项海帆、谢霁明译.上海:同济大学出版社.1992.
  • 2同济大学土木工程防灾国家重点实验室、交通部公路科学研究所:虎门悬索桥抗风稳定性实验研究之二 成桥阶段抗风研究及节段模型风洞实验报告,上海:同济大学桥梁工程系,1994.

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  • 1LAROSE G L. Experimental determination of the aerodynamic admittance of a bridge deck segment[M]. J.Fluids and Structures, 1999,13(3): 1 029-1 040.
  • 2NAMINI A H. Analytical modelling of flutter derivatives as finite elements[J]. Computer & Structures,1991,41(5) :1 055-1064.
  • 3星楚正明 宫田利雄.長大斜张橋の试设计[J].橋梁と基础,1990,24(2):15-22.
  • 4KAROUMI R. Some modelling aspects in the non-linear finite element analysis of cable supported bridges[J]. Comput. Struct. , 1999,71 (4) :397-412.
  • 5YANG Wen-wu. Finite element modelling and aerodynamic responses of cable-supported bridges[D]. Hong Kong: Hongkong University of Technology, 1999.
  • 6SIMIU E, SCANLAN R H. Wind Effects on Structures (3rd Edition) [M]. New York: Wiley-Interscience, 1996.
  • 7APRILE A, BENEDETTI T, TROMBETTI T. On non-linear dynamic analysis in the frequency domain:algorithms and applications[J]. Earthquake Engng.Struct. Dyn. ,1994,23(6) :363-388.
  • 8KATSUCHI H, JONES N P, SCANLAN R H. A study of mode coupling in flutter and buffeting of the Akashi-Kaikyo bridge[J]. J. Struct. Mech. Earthquake Eng. ,JSCE, 1998,598(44) :21-36.
  • 9UDWADIA F E,KUMAR R. Convergence of iterative methods for nonclassically damped dynamic systems[J]. Appl. Math. Comput. , 1994,61(1): 61-97.
  • 10DARBRE G R,WOLF J P. Criterion of stability and implementation issues of hybrid frequency time domain procedure for non-linear dynamic analysis[J].Earthquake Engng. Struct. Dyn. , 1988,16 (4): 569-581.

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