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Wind tunnel Studyon vortex-induced vibration characteristics of long-span suspension bridges with single cable plane

机译:风洞学院涡旋诱导的长跨度悬架桥振动特性,单缆线平面

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For modern long-span bridges, both the optimization of aerodynamic shape and the increase of torsional stiffness according to the result of the wind tunnel experiment could avoid the flutter instability. Vortex-induced vibration with relatively large amplitude happens easily at low wind speeds. In this paper, based on wind tunnel experiment, by studying on the vortex-induced vibration characteristics of a long-span suspension bridge with single cable plane, aerodynamic measures for easing the vortex-induced vibration are given.
机译:对于现代长跨度桥梁,根据风洞实验的结果,空气动力学的优化和扭转刚度的增加可以避免颤动不稳定。在低风速下,涡旋引起的振动具有相对大的振幅。本文基于风洞实验,通过研究具有单电缆平面的长跨度悬架桥的涡流诱导的振动特性,给出了缓解涡旋诱导的振动的空气动力学措施。

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