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Investigation on spanwise coherence of buffeting forces acting on bridges with bluff body decks

机译:Bluff体甲板作用于桥梁桥梁的自共血管曲线的调查

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In the traditional buffeting response analysis method, the spanwise incomplete correlation of buffeting forces is always assumed to be same as that of the incident wind turbulence and the action of the signature turbulence is ignored. In this paper, three typical bridge decks usually adopted in the real bridge engineering, a single flat box deck, a central slotted box deck and a two-separated paralleled box clerk, were employed as the investigated objects. The wind induced pressure on these bridge clerks were measured via a series of wind tunnel pressure tests of the sectional models. The influences of the wind speed in the tests, the angle of attack, the turbulence intensity and the characteristic distance were taken into account and discussed. The spanwise root coherence of buffeting forces was also compared with that of the incidence turbulence. The signature turbulence effect on the spanwise loot coherence function was cloromposed and explained by a new empirical method with a double-variable model. Finally, the formula of a sum of rational fractions that accounted for the signature turbulence effect was proposed in order to fit the results of the spanwise root coherence function. The results show that, the spanwise root coherence of the drag force agrees with that of incidence turbulence in some range of the reduced frequency but disagree in the mostly reduced frequency. The spanwise root coherence of the lift force and the torsional moment is much larger than that of the incidence turbulence. The influences of the wind speed and the angle of attack are slight, and they can be ignored in the wind tunnel test. The spanwise coherence function often involves several narrow peaks due to the signature turbulence effect in the high reduced frequency zone. The spanwise coherence function is related to the spanwise separation distance and the spanwise integral length scales, and the signature turbulence effect is related to the &Pk-width-related reduced frequency.
机译:在传统的饮用响应分析方法中,始终假设频率不完全相关的缓冲力的相关性与入射风湍流相同,并且忽略签名湍流的动作。本文采用了三种通常采用的典型桥甲板,单个扁平箱甲板,中央槽箱甲板和双分离的并联箱夹,作为调查的物体。通过截面模型的一系列风洞压力测试测量这些桥接件上的风感应压力。考虑并讨论风速在测试中的风速,迎角,湍流强度和特征距离。还与发病湍流的混合力的霉菌根部连贯性。对翼展抢劫相干功能的签名湍流效应是由具有双变模型的新经验方法解散和解释。最后,提出了占签名湍流效应的合理级分和的公式,以便符合枝条根相干函数的结果。结果表明,拖曳力的枝条根部连贯性与发病湍流的某些范围的发病湍流相结合,但在大多数频率下不同意。升力和扭转力矩的枝条根部连贯性远大于发病湍流。风速和攻角的影响很小,在风洞测试中可以忽略它们。由于高减速频率区中的签名湍流效应,翼展效果常见函数通常涉及几个窄峰。翼展相干函数与翼展分离距离和翼展的整体长度尺度有关,并且签名湍流效应与与PK宽度相关的减小频率有关。

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