首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >Partial turbulence simulation method for predicting peak wind loads on small structures and building appurtenances
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Partial turbulence simulation method for predicting peak wind loads on small structures and building appurtenances

机译:用于预测小型结构和建筑物附属物的峰值风荷载的局部湍流模拟方法

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Large-scale wind tunnel testing is preferred for small structures and building appurtenances for maintaining modeling accuracy and minimizing Reynolds number effects. In these circumstances the ability to obtain a large enough turbulence integral scale is usually compromised by the limited dimensions of the wind tunnel. So, it is not normally possible to fully simulate the low frequency end of the turbulence spectrum. In this paper the approach is taken of dividing the turbulence into two distinct statistical processes, one at high frequencies which can be simulated in the wind tunnel, and one at low frequencies which can be treated in post-test analysis using the assumptions of quasi-steady theory. In this Partial Turbulence Simulation (Pis) method the contribution of both the high and low frequency turbulence on the wind loads on structures is included by using the probability of load from each of the two processes, with one part coming from the wind tunnel data representing the high frequency component and the remainder from the assumed probability distribution (taken in this paper as Gaussian for generic boundary layer flow) of the missing low frequency component. The two processes are approximated as independent of each other. The efficacy and validity of the method and its various assumptions are assessed by comparing predicted local peak pressure coefficients from tests on large scale models of the Silsoe cube and Texas Tech University (TTU) building in the Wall of Wind facility at Florida International University (FIU) with the corresponding full-scale data. Generally good agreement was found between the model results and full scale, particularly when comparing the highest overall peak pressure coefficients. These results, although limited to peak local pressures on the two test buildings for which good full scale data are available, are encouraging and invite further experiments to explore the range of applicability of the PTS method. This method, although developed in the Wall of Wind facility at FIU, can be equally used in conventional boundary layer wind tunnels and has the potential to enhance the ability of existing boundary layer wind tunnel facilities to predict full scale wind loads. (C) 2016 Elsevier Ltd. All rights reserved.
机译:对于小型结构和建筑物附件,大型风洞测试是首选,以保持建模精度并最大程度地减小雷诺数效应。在这些情况下,通常由于风洞的尺寸受限而无法获得足够大的湍流积分比例。因此,通常不可能完全模拟湍流频谱的低频端。在本文中,采用了将湍流分为两个不同的统计过程的方法,一个是在风洞中可以模拟的高频过程,另一个是在准测试假设下进行后测分析的低频过程。稳定理论。在这种局部湍流模拟(Pis)方法中,高频湍流和低频湍流对结构风荷载的贡献都包括在两个过程中,每个过程的荷载概率均来自风洞数据,其中一部分代表高频分量和剩余低频分量的假定概率分布(本文采用通用边界层流的高斯分布)中的其余部分。这两个过程彼此近似独立。通过比较Silsoe立方体和德克萨斯国际大学(TTU)在佛罗里达国际大学风墙设施中的德克萨斯理工大学(TTU)建筑物的大型模型的预测局部压力峰值系数,评估了该方法及其各种假设的有效性和有效性。 )以及相应的满量程数据。通常在模型结果和满刻度之间找到了很好的一致性,特别是在比较最高总峰值压力系数时。这些结果,尽管仅限于可获得良好全尺寸数据的两个测试建筑物的峰值局部压力,但令人鼓舞,并邀请进行进一步的实验以探索PTS方法的适用范围。尽管这种方法是在FIU的“风墙”设施中开发的,但可以同等地用于常规边界层风洞中,并且有可能增强现有边界层风洞设施预测全面风荷载的能力。 (C)2016 Elsevier Ltd.保留所有权利。

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