纸质出版:2017
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[1]李胜利,郑舜云,胡亚楠,王东炜.大跨悬索桥尖顶型主缆施工对猫道静风稳定性的影响[J].防灾减灾工程学报,2017,37(05):828-834.
李胜利, 郑舜云, 胡亚楠, et al. The Influence of Spire-type Main Cables of a Long-span Suspension Bridge on Aerostatic Stability of Catwalk during Construction[J]. 2017, 37(5): 828-834.
[1]李胜利,郑舜云,胡亚楠,王东炜.大跨悬索桥尖顶型主缆施工对猫道静风稳定性的影响[J].防灾减灾工程学报,2017,37(05):828-834. DOI: 10.13409/j.cnki.jdpme.2017.05.020.
李胜利, 郑舜云, 胡亚楠, et al. The Influence of Spire-type Main Cables of a Long-span Suspension Bridge on Aerostatic Stability of Catwalk during Construction[J]. 2017, 37(5): 828-834. DOI: 10.13409/j.cnki.jdpme.2017.05.020.
在大跨径悬索桥施工期间
主缆与猫道间存在气动干扰效应
施工期主缆易发生驰振失稳
猫道易发生静风失稳。为了同时保证施工期主缆和猫道的稳定性
以某大跨径悬索桥施工期尖顶型主缆和猫道为背景
采用能够保证施工期主缆驰振稳定性的猫道参数设置方法
利用流体力学软件Fluent和有限元软件ANSYS数值研究了考虑施工期尖顶型主缆影响的猫道三分力系数和静风稳定性。结果表明:主缆施工期不同工况对猫道三分力系数影响较大;猫道静风失稳临界风速随着尖顶型主缆的施工先变小后增大
在成桥阶段又变小;主缆的不同施工顺序既影响主缆施工期的驰振性能又影响猫道静风稳定性
施工时要统筹考虑。
There is aerodynamic interference effect between spire-type main cable and catwalk of a long-span suspension bridges during construction.Studies have shown that the main cable is easy to occur galloping instability and catwalk is prone to occur static wind instability.In order to ensure the stability of main cable and catwalk during construction
the spire-type main cable and catwalk of a long-span suspension bridge under different working conditions during construction are selected as the research object.The setting method of catwalk parameters which can ensure galloping stability of main cable during construction is used.And the method of numerical simulation with CFD software FLUENT and finite element software ANSYS are used to study the three-component coefficients and static wind stability of catwalk during construction of spire-type main cable.The results indicate that the spire-type main cable in different construction conditions has a greater influence on the catway.With the construction of spire-type main cable
the critical wind velocity of instability reduces
and then it will increase.Different construction sequence of spire-type main cable can affect both galloping performance of main cable and wind stability of catwalk during construction
both of those should be comprehensively considered during construction.
大跨径悬索桥施工期尖顶型主缆驰振性能分析 [J]. 李胜利,王超群,王东炜,欧进萍. 振动与冲击 . 2015(22)
澧水河大桥施工猫道的非线性静风响应分析 [J]. 李宇,刘博,李加武,白桦. 建筑科学与工程学报 . 2013(01)
悬索桥施工猫道非线性静风响应 [J]. 汪洁,李宇,刘健新,李加武,雷俊卿. 公路交通科技 . 2012(04)
空间缆索体系悬索桥的抗风稳定性研究 [J]. 张新军. 土木工程学报 . 2011(06)
大跨径悬索桥猫道非线性静风稳定性分析 [J]. 李胜利,欧进萍. 中国铁道科学 . 2009(06)
大跨径悬索桥施工期暂态主缆驰振分析 [J]. 李胜利,欧进萍. 土木工程学报 . 2009(09)
大跨径悬索桥无抗风缆猫道动力特性分析 [J]. 李胜利,欧进萍. 公路交通科技 . 2009(04)
悬索桥施工猫道静风失稳机理分析 [J]. 贾宁,刘健新,刘万锋. 公路交通科技 . 2008(03)
桥梁闭口箱梁三分力数值识别中的湍流模型比选 [J]. 邓文,葛耀君,曹丰产. 上海公路 . 2006(04)
悬索桥施工猫道的振动控制 [J]. 刘健新,贾宁. 长安大学学报(自然科学版) . 2006(04)
润扬大桥悬索桥施工猫道抗风稳定性分析 [J]. 韦世国,廖海黎,赵有明,郑史雄,沈良成. 桥梁建设 . 2004(04)
风障—列车—简支箱梁系统气动性能数值模拟及风洞试验研究 [D]. 黄亚进. 中南大学 2013
Vulnerability and failure analysis of hybrid cable-stayed suspension bridges subjected to damage mechanisms [J] . P. Lonetti,A. Pascuzzo. Engineering Failure Analysis . 2014
Nonlinear parametric modeling of suspension bridges under aeroelastic forces: torsional divergence and flutter [J] . Andrea Arena,Walter Lacarbonara. Nonlinear Dynamics . 2012 (4)
Nonlinear aerostatic stability analysis of suspension bridges [J] . Virote Boonyapinyo,Yingsak Lauhatanon,Panitan Lukkunaprasit. Engineering Structures . 2005 (5)
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