大跨径悬索桥抗风措施研究综述

大跨径悬索桥抗风措施研究综述

张新军　 应磊东　

摘　要：设计和建造跨海连岛大桥将面临着许多技术方面的挑战,其中超大跨径悬索桥的抗风稳定问题是一个十分突出和必需关注的问题.本文系统地回顾了国内外在大跨径悬索桥抗风措施方面的研究进展,包括结构措施、空气动力学措施和机械措施等三个方面,并评述了各种措施的优缺点及其适用性.
关键词：大跨径悬索桥;抗风稳定性;结构措施;空气动力学措施;机械措施
分类号：U448.25 　文献标识码：B
文章编号：0451-0712(2006)11-0073-08

A Summary of Wind-Resistant Measures of Long Span Suspension Bridges

ZHANG Xin-jun　 YING Lei-dong　



作者单位：张新军（浙江工业大学建筑工程学院,杭州市,310014）　
　　　　　应磊东（浙江工业大学建筑工程学院,杭州市,310014）　

参考文献：

[1]项海帆,葛耀君.悬索桥跨径的空气动力极限[J].土木工程学报,2005,38(1).
[2]刘健新,译.超长大桥梁建设序幕-技术者的新挑战[M].北京:人民交通出版社,2002.
[3]Yoneda M,Ohno K,Tamaki Y.On the best cross stay location for super long span suspension bridge.In Larsen,Larose&Livesey(eds),Wind engineering into 21st century,Rotterdam,Balkema,1089-1094,1999.
[4]Astiz M A.Flutter Stability of Very Long Suspension Bridges[J].Journal of Bridge Engineering,1998,3 (3).
[5]Kubo Y,Sasaki M,Nakagiri H,Sakata T.Dynamic and flutter charac-teristics of long-span suspension bridges with 3-dimensional cable system[C].Proc.Bridges into the 21st Century,Hong Kong,1995.
[6]Zhang X J,Sun B N.Aerodynamic stability of cable-stayed-suspension hybrid bridges[J].J Zhejiang Univ SCI 2005,6A(8).
[7]Lin T Y,Chow P.Gibraltar Strait CrossingOA Challenge to Bridge and Structural Engineers[J].Structural Engineering International,1991,(2).
[8]Menn C,Billington D P.Breaking Barriers of Scale:a Concept for Extremely Long Span Bridges[J].Structural Engin-eering International,1995,(1).
[9]周孟波.悬索桥手册[M].北京:人民交通出版社,2003.
[10]马如进,陈艾荣.辅助结构对悬索桥的颤振稳定性的影响[J].结构工程师,2001,(3).
[11]Iwamoto M,Morizono Y,Nagai M,etc.Coupled flutter behavior of ultra long-span suspension bridges[C].Proc.IABSE Symposium Long-Span and High-Rise Structures,Japan,1998.
[12]项海帆,等.现代桥梁抗风理论与实践[M].北京:人民交通出版社,2005.
[13]Larsen A,Vejrum T,Esdahl S.Vortex models for aeroelastic assessment of multi element bridge decks[C].Bridge Aerodynamics,Larsen & Esdahl (eds.),Balkema,Rotterdam,1998.
[14]Larsen A,Astiz M A.Aeroelastic considerations for the Gibraltar Bridge feasibility study[C].Bridge Aerod-ynamics,Larsen & Esdahal(eds),Balkema,Rotterdam,1998.
[15]Ueda T,Tanaka T,Matsushita Y.Aerodynamic stabilization for super long-span suspension bridges[C].Proc.IABSE Symposium Long Span and High Rise Structures,Japan,1998.
[16]Sato H,Toriumi R,Kusakabe T.Aerodynamic characteristics of slotted box girders[C].Proc.Bridges into the 21st Century,Hong Kong,1995.
[17]Gu M,Chang C C,Wu W,Xiang H F.Increasing of critical flutter wind speed of long-span bridges using tuned mass dampers[J].J.of WEIA,1998,73.
[18]Cobo del Arco D,Aparicio A C.Improving suspension bridge wind stability with aerodynamic appendages[J].Journal of Structural Engineering,1999,125(12).
[19]Brancaleoni F.The construct ion phase and its aerodynamic issues.Inarsen,A.(eds.).Aerodynamics of large bridges,Copenhagen,Balkema,Rotterdam,1992.
[20]Zasso A,Cigada A,Negri S.Flutter derivatives identification through full bridge aeroelastic model transfer function analysis[J].Wind Engineering and Industrial Aero-dynamics,1996,60.


收