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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 >Bimodal distribution of wind pressure on windward facades of high-rise buildings induced by interference effects
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Bimodal distribution of wind pressure on windward facades of high-rise buildings induced by interference effects

机译:干扰效应引起的高层建筑物迎风外墙的双峰分布

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摘要

Understanding the characteristics of wind pressures on structural facades is of great importance for wind-resistant design of claddings and glass curtains of buildings. This article presents some interesting findings about the behavior of wind pressure on the facades of a high-rise building influenced by an interference building via wind tunnel tests. The bimodal probability distribution (BPD) of wind pressure acting on the windward side of the principal building is highlighted, which has been rarely reported and investigated in previous studies. This BPD featured wind pressure consists of both positive and negative components that alternate along time in a consistent way to the vortex shedding downwind of the interference building. By changing the relative position between the principal building and interference building, it is observed that the bimodal distribution can be transformed to a unimodal form, mostly with a long tailed on the left-hand-side of the probability-density-function (PDF). Based on the above findings, this study proposes a mixture PDF model which is actually a combination of the Gaussian model and the generalized-extreme-value (GEV) model. While the Gaussian PDF accounts for the component dominated by the background approaching flows, the GEV one is associated with the aerodynamic interference effects. Parametric analysis is then conducted for the BPD feature based on the proposed mixture model, and detailed process for the transformation of different PDF patterns (from varied bimodal patterns to both Gaussian and tailed unimodal statuses) is reproduced. The findings can provide useful insights for the wind-resistant design of claddings and curtain walls of high-rise buildings, and for further analyzing non-Gaussian characteristics of wind pressure, such as for estimating extreme pressure values.
机译:了解结构外墙上风压的特点是对建筑物的封闭和玻璃窗帘的抗风设计非常重要。本文提出了关于风力隧道测试受干扰建筑物影响的高层建筑物外墙行为的一些有趣调查结果。突出了作用在主建筑物的迎风侧的风压的双峰概率分布(BPD),在以前的研究中已经很少报道并研究。该BPD精选的风压包括正极和负组件,其沿着时间沿着一贯的方式交替,以便涡旋脱落的干扰建筑的逆风。通过改变主建筑物和干扰建筑物之间的相对位置,观察到双峰分布可以转化为单峰形式,主要是在概率密度函数的左侧侧的长尾(PDF) 。基于上述发现,该研究提出了一种混合PDF模型,其实际上是高斯模型和广义极值(GEV)模型的组合。虽然高斯PDF用于由背景接近流动主导的组件,但是GEV一个与空气动力学干扰效应相关联。然后基于所提出的混合物模型对BPD特征进行参数分析,并且再现不同PDF模式的改变的详细方法(从不同的双峰图形到高斯和高斯和尾尾状况)。该研究结果可以为高层建筑物的包衣和幕墙的防风设计提供有用的见解,并进一步分析风压的非高斯特征,例如用于估计极压值。

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