基金项目：国家自然科学基金项目(50608059)
作者简介：杨詠昕(1974-),男,浙江宁波人,讲师,工学博士,E-mail:yang_y_x@mail.tongji.edu.cn.
作者单位：杨詠昕（同济大学,土木工程防灾国家重点实验室,上海,200092）
葛耀君（同济大学,土木工程防灾国家重点实验室,上海,200092）
曹丰产（同济大学,土木工程防灾国家重点实验室,上海,200092）
参考文献：
[1]丁泉顺,陈艾荣,项海帆.大跨度桥梁结构气动耦合直接颤振分析[J].中国公路学报,2001,14(3):39-43.DING Quan-shun,CHEN Ai-rong,XIANG Hai-fan.Aerodynamically Coupled Direct Flutter Analysis of Long-span Bridges[J].China Journal of Highway and Transport,2001,14(3):39-43.
[2]邰扣霞,丁大钧.中国桥梁建设新飞跃[J].建筑科学与工程学报,2006,23(2):30-40.TAI Kou-xia,DING Da-jun.New Leaps in Construction of Bridges in China[J].Journal of Architecture and Civil Engineering,2006,23(2):30-40.
[3]马学起,李树东,刘万锋.悬索桥的构造选择[J].西安公路交通大学学报,2000,20(2):52-54.MA Xue-qi,LI Shu-dong,LIU Wan-feng.Structure Selection of Suspension Bridge[J].Journal of Xi'an Highway University,2000,20 (2):52-54.
[4]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.
[5]SATO H,OGIHARA K.Aerodynamic Characteristics of Slotted Box Girders[C]//The Hong Kong Institution of Engineers.Proceedings of Bridges into 21st Century.Hong Kong:The Hong Kong Institution of Engineers,1995:721-728.
[6]杨詠昕.大跨度桥梁二维颤振机理及其应用研究[D].上海:同济大学,2002.YANG Yong-xin.Research on Two-dimensional Flutter Mechanism and Its Application for Long-span Bridges[D].Shanghai:Tongji University,2002.
[7]曹丰产.桥梁断面中间开槽对颤振稳定性的影响[J].同济大学学报:自然科学版,2002,30(5):551-556.CAO Feng-chan.Influence of Central Slot on Bridge Box Girder's Flutter Instability[J].Journal of Tongji University:Natural Science,2002,30(5):551-556.
[8]LARSEN A,ASTIZ M A.Aeroelastic Considerations for the Gibraltar Bridge Feasibility Study[C]//LARSEN A,ESDAHAL W.Bridge Aerodynamics.Balkema:Rotterdam,1998:165-173.
[9]YANG Y X,GE Y J,XIANG H F.Coupling Effects of Degrees of Freedom in Flutter Instability of Longspan Bridges[C]//CHOI C K,KAREEM A,MATSUMOTO M,et al.Proceedings of the 2nd International Symposium on Advances in Wind and Structures.Busan:Techno-press,2002:625-632.
[10]SATO H,KUSUHARA S,OGI K,et al.Aerodynamic Characteristics of Super Long-span Bridges with Slotted Box Girder[J].Journal of Wind Engineering and Industrial Aerodynamics,2000,88(2):297-306.
[11]LARSEN A.Aerodynamic Aspects of the Final Design of the 1624 m Suspension Bridge Across the Great Belt[J].Journal of Wind Engineering and Industrial Aerodynamics,1993,48(2):261-285.
[12]同济大学土木工程防灾国家重点实验室.润扬大桥抗风性能研究[R].上海:同济大学,2003.State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University.Wind-resistant Performance Investigation for Runyang Bridge[R].Shanghai:Tongji University,2003.
[13]同济大学土木工程防灾国家重点实验室.西堠门大桥悬索桥抗风性能及风振控制研究报告[R].上海:同济大学,2003.State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University.Aerodynamic Performance and Vibration Control for Xihoumen Suspension Bridge[R].Shanghai:Tongji University,2003.
[14]曹丰产.桥梁气动弹性问题的数值计算[D].上海:同济大学,1999.CAO Feng-chan.Numerical Calculation of Aeroelastic Problem in Bridge[D].Shanghai:Tongji University,1999.
[15]YANG Y X,GE Y J,XIANG H F.3 DOF Coupling Flutter Analysis for Long-span Bridges[C]//SMITH D,VANN P.Proceedings of the 11th International Conference on Wind Engineering.Lubbok:Texas Tech University,2003:925-932.
|
