[D].上海:同济大学,2006.HU Xiaolun.Flutter,Buffeting and Aerostatic Stability Analysis for Long-span Cable-stayed Bridges
[15]
[D].Shanghai:Tongji University,2006.
[16]
韩艳.桥梁结构复气动导纳函数与抖振精细化研究
[17]
[D].长沙:湖南大学.2007.HAN Yan.Study on Complex Aerodynamic Admittance Functions and Refined Analysis of Buffeting Response of Bridges
[18]
[D].Changsha:Hunan University,2007.
[19]
丁泉顺.大跨度桥梁耦合颤抖振响应的精细化分析
[20]
[D].上海:同济大学,2001.DING Quanshun.Refined Analysis of Coupled Flutter and Buffeting Response for Long-span Bridges
[21]
[D].Shanghai:Tongji University,2001.
[22]
胡俊,欧进萍.大跨度悬索桥抖振时变动力可靠性分析
[23]
[J].武汉理工大学学报,2010,32(5):26-30.HU Jun,OU Jinping.Time Dependent Dynamic Reliability of Buffeting Response of Long-span Suspension Bridge
[24]
[J].Journal of Wuhan University of Technology,2010,32 (5):26-30.
[25]
刘高,林家浩,王秀伟.基于首超破坏机制的大跨斜拉桥抖振动力可靠性分析
[26]
[J].应用力学学报,2004,12(9):53-57.LIU Gan,LIN Jiahao,WANG Xiuwei.Dynamic Reliability of Buffeting Responses in Long-span CabledStayed Bridges by the First Excursion Mechanism
[27]
[J].Chinese Journal of Applied Mechanics,2004,12 (9):53-57.
[28]
DAVENPORT A G.Buffeting of a Suspension Bridge by Storm Winds
[J].振动与冲击,2010,29(2):84-88.ZHAO Lin,GE Yaojun.Buffeting Response Sensitivity Analysis Considering Multi-component Admittance Function
[32]
[J].Journal of Vibration and Shock,2010,29(2):84-88.
[33]
王浩,李爱群,谢静,等.台风作用下超大跨度斜拉桥抖振响应现场实测研究
[34]
[J].土木工程学报,2010,43(7):71-76.WANG Hao,LI Aiqun,XIE Jing,et al.Field Measurement of the Buffeting Response of a Super-longspan Cable-stayed Bridge under Typhoon
