葛耀君. 考虑抖振影响的大跨度桥梁静风稳定性分析[J]. 工程力学, 2006, 23(8): 96―101. Zhang Zhitian, Ge Yaojun. Aerostatic instability analysis of long span bridges including buffeting effect [J]. Engineering Mechanics, 2006, 23(8): 96―101.(in Chinese)
[2]
Z T, Chen Z Q, Hua X G, Li C G, Ge Y J. Investigation of turbulence effects on torsional divergence of long-span bridges by using dynamic finite- element method [J]. Journal of Bridge Engineering, ASCE, 2010, 15(6): 639―652.
[3]
多主跨悬索桥抗风性能及风致灾变全过程研究[D]. 上海: 同济大学, 2011. Zhang Wenming. Study on Wind-Resistance property of multi-main-span suspension bridges and full process of wind induced hazard evolution [D]. Shanghai: Tongji University, 2011. (in Chinese)
[4]
西堠门大桥悬索桥抗风性能及风振控制研究施工图设计阶段研究报告[R]. 2003. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University. Research report on wind-resistance properties and wind induced vibration control at detailed design phase of Xihoumen suspension bridge [R]. 2003. (in Chinese)
[5]
特征紊流效应对典型桥梁断面脉动气动力谱和气动导纳的影响 [D]. 上海: 同济大学, 2008. Wen Shuibing. Effect of signature turbulence on fluctuating aerodynamic force spectra and aerodynamic admittance of typical bridge decks [D]. Shanghai: Tongji University, 2008. (in Chinese)
[6]
赵传亮, 丁泉顺. 扁平箱主梁断面抖振力频谱特性以及桥跨方向相关性研究[J]. 结构工程师, 2009, 25(4): 96―101. Zhu Ledong, Zhao Chuanliang, Ding Quanshun. Spectral characteristics and spanwise coherence of buffeting forces on a flat box girder bridge deck [J]. Structural Engineers, 2009, 25(4): 96―101.(in Chinese)
[7]
大跨连续刚构桥最大悬臂施工阶段风致响应分析[D]. 武汉: 华中科技大学, 2007. Zhang Wenming. Wind response analysis of a continuous long-span rigid frame bridge at the longest cantilever stage[D]. Wuhan: Huazhong University of Science and Technology, 2007. (in Chinese)
[8]
E, Scanlan R H. Wind Effects on Structures [M]. 3rd ed. New York: John Wiley & Sons, Inc, 1996: 451―454.
[9]
V, Yamada H, Miyata T. Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges [J]. Journal of Structural Engineering, ASCE, 1994, 120(2): 486―506.
[10]
肖汝诚, 项海帆. 大跨径斜拉桥非线性静风稳定性全过程分析[J]. 中国公路学报, 2000, 13(3): 25―28. Cheng Jin, Xiao Rucheng, Xiang Haifan. Full range nonlinear aerostatics analysis for long-span cable-stayed bridge [J]. China Journal of Highway and Transport, 2000, 13(3): 25―28. (in Chinese)
[11]
大跨度桥梁非线性抖振及其对抗风稳定性影响的研究[D]. 上海: 同济大学, 2004. Zhang Zhitian. Nonlinear buffeting vibration and its effect on aerostatic and aerodynamic stability of long-span bridges [D]. Shanghai: Tongji University, 2004. (in Chinese)
[12]
陈政清, 葛耀君, 等. 紊流中大跨桥梁的扭转发散特性[J]. 工程力学, 2010, 27(2): 108―116. Zhang Zhitian, Chen Zhengqing, Ge Yaojun, et al. Torsional divergence characteristics of long span bridge in turbulence [J]. Engineering Mechanics, 2010, 27(2): 108―116. (in Chinese)
