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Characteristics of unsteady pressures on slender tall building

机译:细长高层建筑不稳定压力的特点

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This paper investigates the characteristics of unsteady pressures on a vibrating model under low-turbulence and boundary-layer flows. Large and clear differences between static and vibrating models were found in the across wind direction, but only small differences were found in the along-wind direction. The fluctuating generalized force coefficients of the vibrating model were larger than those of the static model, showing the largest value near the resonant wind speed. Two peaks in power spectra of the generalized force coefficients, the Strouhal component and the natural frequency component, were observed during the lock-in range. The cross-correlations of pressure coefficients became small and the time lag differences became large with increasing wind speed.
机译:本文研究了低湍流和边界层下振动模型上不稳定压力的特性。 在横跨风向上发现静态和振动模型之间的大而明显的差异,但在沿风方向上发现了小的差异。 振动模型的波动的广义力系数大于静态模型的静态模型的系数,示出了谐振风速附近的最大值。 在锁定范围内观察到在锁定范围内,观察到广义力系数的功率谱中的两个峰值,Strouhal组分和固有频率分量。 压力系数的互相关变小,随着风速而增加的时间滞后差异变大。

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