基金项目：国家自然科学基金项目(50478109)
作者简介：许福友(1976-),男,山东聊城人,大连理工大学讲师,工学博士,E-mail:xufuyou8796@sina.com.
作者单位：许福友（同济大学,桥梁工程系,上海,200092;大连理工大学,土木水利学院,辽宁,大连,116024）
陈艾荣（同济大学,桥梁工程系,上海,200092）
张建仁（长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076）
参考文献：
[1]祝志文,陈政清.数值模拟桥梁断面气动导数和颤振临界风速[J].中国公路学报,2004,17(3):41-45.ZHU Zhi-wen,CHEN Zheng-qing.Numerical Simulations for Aerodynamic Derivatives and Critical Flutter Velocity of Bridge Deck[J].China Journal of Highway and Transport,2004,17 (3):41-45.
[2]陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报,2005,22(4):5-10.CHEN Zheng-qing.On-Site Observation of Wind-Rain Induced Vibration of Stay Cables and Its Control[J].Journal of Architecture and Civil Engineering,2005,22(4):5-10.
[3]张志田,葛耀君.基于正交异性壳单元的悬索桥非线性静风稳定性分析[J].中国公路学报,2004,17(4):64-69.ZHANG Zhi-tian,GE Yao-jun.Nonlinear Aerostatie Instability Analysis of Suspension Bridges Based on Orthotropic Shell Element Models[J].China Journal of Highway and Transport,2004,17(4):64-69.
[4]ITO M,FUJUNO Y.A Probabilistic Study of Torsional Flutter of Suspension Bridge Under Fluctuating Wind[C]//ASCE.Proceedings of the 4th Intl.Conf.on Struct.Safety and Reliability.New York:ASCE,1985:145-160.
[5]PRENNINGER P H W,MATSUMOTO M,SHIRAISHI N,et al.Reliability of Bridge Structures Under Wind Loading:Consideration of Uncertainties of Wind Load Parameters[J].J Wind Eng Ind Aerodyn,1985,33(1):385-394.
[6]OSTENFELD R P,MADSEN H O,LARSEN A.Probabilistic Flutter Criteria for Long Span Bridges[J].J Wind Eng Ind Aerodyn,1992,40(4):1 265-1 276.
[7]IANENTI A,ZASSO A.Probabilistic Approach to the Identification of the Flutter Instability Conditions:an Application to the Long Span Suspension Bridges Case[C]//Wiley Eastern Ltd.Proceedings of the 9th Intl.Conf.on Wind Eng.New Delhi:Wiley Eastern Ltd,1995:255-256.
[8]葛耀君.桥梁结构风振可靠性理论及其应用研究[D].上海:同济大学,1997.GE Yao-jun.Research on the Bridge Structure Wind-Induced Reliability Theory and Application[D].Shanghai:Tongji University,1997.
[9]POURZEYNALI S,DATTA T K.Reliability Analysis of Suspension Bridges Against Flutter[J].Journal of Sound and Vibration,2002,254(1):143-162.
[10]JTJ/T D60-01-2004,公路桥梁抗风设计规范[S].JTJ/T D60-01-2004,Wind-Resistant Design Code for Highway Bridges[S].
[11]江苏省气象科学研究所.苏通长江公路大桥桥位气象观测、风参数研究报告[R].南京:江苏省气象科学研究所,2003.Meteorological Institute of Jiangsu Province.Research Report on Meteorology Observation and Wind Parameters of Sutong Yangtze Highway Bridge Site[R].Nanjing:Meteorological Institute of Jiangsu Province,2003.
[12]陈艾荣.苏通大桥结构抗风性能分析--全桥气弹模型风洞试验研究[R].上海:同济大学,2004.CHEN Ai-rong.Structural Wind-Resistant Performance Analysis of Sutong Bridge Research on Wind Tunnel Testing of the Aeroelastic Model of Full Bridge[R].Shanghai:Tongji University,2004.
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