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Aerodynamic stability of long span suspension bridges with low torsional natural frequencies

机译:低扭固有频率大跨度悬索桥的气动稳定性

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Classical flutter of suspended bridge decks can be avoided if the torsional frequencies are lower than the vertical. Wind tunnel tests of single boxes and twin box section models with torsional natural frequencies above and below the vertical frequency has been conducted. Flutter was avoided in all tests where the torsional frequency was lower than the vertical. But too low torsional stiffness caused large static displacements of the girder at medium-high wind speeds and steady state oscillations driven by a combination of torsional divergence and stalling behavior at the critical wind seed. In order to design aerodynamically stable suspension bridges with low torsional natural frequencies it is suggested to increase the mass moment of inertia and provide adequate torsional stiffness by the main cables spacing. (C) 2016 Elsevier Ltd. All rights reserved.
机译:如果扭转频率低于垂直方向,则可以避免悬挂式桥面的经典颤动。进行了单箱和双箱截面模型的风洞试验,其扭转固有频率高于和低于垂直频率。在扭转频率低于垂直方向的所有测试中均应避免颤动。但是,过低的扭转刚度会在中高风速下引起梁的大静态位移,并在临界风场处由扭转发散和失速行为共同驱动稳态振动。为了设计具有低扭转固有频率的空气动力学稳定的悬索桥,建议增加主惯性矩并通过主缆索间距提供足够的扭转刚度。 (C)2016 Elsevier Ltd.保留所有权利。

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