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首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >Aerodynamic admittance and the `strip theory' for horizontal buffeting forces on a bridge deck
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Aerodynamic admittance and the `strip theory' for horizontal buffeting forces on a bridge deck

机译:空气动力学导纳和桥面水平抖振力的“条理论”

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摘要

In wind tunnel tests of bridges for buffeting arising from fluctuating wind velocity, one of the items requiring attention is how to simulate the natural wind characteristics of the construction region. In wind tunnel tests of long-span cable-stayed bridges under construction, when two types of turbulent boundary layer with different wind characteristics were used, there was a tendency for the match between the wind tunnel test values and buffeting analysis values to vary with the type of turbulent boundary layer. Horizontal buffeting was considered for which there are fewer previous examples than for vertical buffeting. As a result of pursuing the cause of the lack of matching, it was found that the aerodynamic admittance used in the analysis and the measured aerodynamic admittance were quite different. This difference arose from the fact that the correlation of the fluctuating velocity spanwise was smaller than the value assumed in the analysis. Also, according to past research, there are many examples in which strip theory according to which the fluctuating wind velocity correlation and the fluctuating aerodynamic correlation are equivalent is not valid. Here, it is also considered whether or not the strip theory is valid for horizontal buffeting.
机译:在风速波动引起的桥梁风洞试验中,需要注意的一项内容是如何模拟建筑区域的自然风特性。在施工中的大跨度斜拉桥的风洞试验中,当使用两种具有不同风速特性的湍流边界层时,风洞试验值与抖振分析值之间的匹配趋势会随温度的变化而变化。湍流边界层的类型。考虑了水平振动,与垂直振动相比,以前的示例较少。作为寻找不匹配原因的结果,发现在分析中使用的空气导纳与测量的空气导纳大不相同。产生这种差异的原因是,跨度波动速度的相关性小于分析中假定的值。而且,根据过去的研究,存在许多示例,其中条带理论认为波动的风速相关性和波动的空气动力学相关性相等是无效的。在此,还考虑了剥离理论对于水平抖振是否有效。

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