黄平明,王 达,周可夫.无塔非对称人行悬索桥静风稳定性研究[J].公路交通科技,2008,25(4):99-102. HUANG Ping-ming,WANG Da,ZHOU Ke-fu.Research on aerostatic stability of asymmetry pedestrian suspension bridge without tower[J].Journal of Highway and Transportation Research and Development,2008,25(4):99-102.
胡庆安,乔云强,刘健新,等.斜风作用下桥塔施工阶段抖振性能[J].交通运输工程学报,2008,8(2):40-43. HU Qing-an,QIAO Yun-qiang,LIU Jian-xin,et al.Buffeting performance of bridge tower under yawed wind during construction[J].Journal of Traffic and Transportation Engineering,2008,8(2):40-43.
[6]
李加武,张宏杰,韩万水.斜拉桥风致响应的雷诺数效应[J].中国公路学报,2009,22(2):42-47. LI Jia-wu,ZHANG Hong-jie,HAN Wan-shui.Wind-induced response of cable-stayed bridge with consideration of Reynolds number effect[J].China Journal of Highway and Transport,2009,22(2):42-47.
熊正元,颜全胜,李立军.大跨度斜拉桥的静风非线性稳定分析[J].铁道标准设计,2004,51(4):51-54. XIONG Zheng-yuan,YAN Quan-sheng,LI Li-jun. Nonlinear stability analysis of large span cable-stayed bridge with calm[J].Railway Standard Design,2004,51(4):51-54.
[9]
Su C,Han D J,Yan Q S,et al.Wind-induced vibration analysis of the Hong Kong TingKau bridge[J].Proceedings of the Institution of Civil Engineers:Structures and Buildings,2003,156(3):263-272.
[10]
University of Hong Kong,South China University of Technology.Wind-induced vibration analysis of the TingKau bridge[R].Hong Kong:The Highway Department of Government of the HKSAR,1998.
[11]
Kiviluoma R.Coupled-mode buffeting and flutter analysis of bridges[J].Computers and Structures,1999,70(2):219-228.
[12]
Ding Q,Lee P K K.Computer simulation of buffeting actions of suspension bridges under turbulent wind[J].Computers and Structures,2000,76(6):787-797.
[13]
韩大建,邹小江.大跨度斜拉桥非线性静风稳定分析[J].工程力学,2005,22(1):206-210. HAN Da-jian,ZOU Xiao-jiang.Nonlinear aerostatic stability analysis of a long span cable-stayed bridge[J].Engineering Mechanics,2005,22(1):206-210.