首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >Effects of angle of attack on vortex induced vibration and galloping of tall buildings in smooth and turbulent boundary layer flows
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Effects of angle of attack on vortex induced vibration and galloping of tall buildings in smooth and turbulent boundary layer flows

机译:攻击角度对平滑湍流边界层高层建筑振动和宏观的影响

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摘要

Effects of angle of attack and free stream turbulence in occurrence of vortex induced vibration and galloping of tall buildings were investigated by wind tunnel experiments. From the investigation, the following results were obtained: (1) The vortex induced vibration is strengthened by free stream turbulence when the separated shear flow does not reattach to the side face. (2) The onset velocities of vortex induced vibration and the galloping vibration are the smallest and the amplitude of the vibrations are the largest when wind attacks normal to the face. (3) The critical velocity V/nBD for the level of the normalized rms displacement y/H = 1/250 is about 5 and is little affected by the side ratio where H is the height, B is the breadth and D is the depth of the building in the flow direction.
机译:风隧道实验研究了攻击角度和自由流湍流在发生涡旋诱导振动和高层建筑振动的影响。 从调查中获得以下结果:(1)当分离的剪切流量不重新连接到侧面时,通过自由流湍流加强涡旋诱导的振动。 (2)涡流诱导振动的起始速度和疾驰振动是最小的,振动的幅度是当风力攻击到脸部的风力时最大。 (3)归一化rms位移率Y / h = 1/250的临界速度v / nbd为约5,几乎没有受到高度的侧比的影响,b是宽度,d是深度 在流动方向的建筑物。

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