首页> 外文会议>International Conference on Structural Dynamics >UNCERTAINTIES IN WIND-INDUCED LOADS ON HYPERBOLIC PARABOLOID ROOFS: WIND-TUNNEL TESTS AND ANALYTICAL MODELS
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UNCERTAINTIES IN WIND-INDUCED LOADS ON HYPERBOLIC PARABOLOID ROOFS: WIND-TUNNEL TESTS AND ANALYTICAL MODELS

机译:双曲抛物面屋顶上风诱导负载的不确定性:风隧道试验和分析模型

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The design coefficients provided by a wind-tunnel campaign on in-scale models, e.g. the pressure coefficients discussed in this paper, are always affected by physiological and unavoidable uncertainties. On the other hand, wind-induced loads at the real scale (e.g. peak pressure coefficients) may be provided, with a prescribed confidence level, by analytical models that include stochastic characteristics of the wind field (mean values, standard deviation, skewness, kurtosis) obtained by wind-tunnel tests. Based on aerodynamic tests on hyperbolic paraboloid models in the boundary layer wind-tunnel of the CRIACIV (Italy), this paper discusses a typical example of experimental uncertainties, i.e. the asymmetries measured for geometries and wind directions nominally symmetric, and investigates their effects on peak pressure coefficients provided by analytical models. To this aim, experimental peak pressure coefficients and their analytical prediction are compared for symmetrical geometries under wind flow direction parallel to the symmetry axis, and it is noted that asymmetries shown by experimental tests may be reduced by appropriate analytical models, that can therefore contribute to filter out the effects of experimental uncertainties for design purposes.
机译:由风隧道运动提供的设计系数,例如在模型上,例如,本文讨论的压力系数总是受到生理和不可避免的不确定性的影响。另一方面,可以提供真正的尺度(例如峰值压力系数)的风引起的载荷,通过分析模型包括包括风场的随机特征的分析模型(平均值,标准偏差,抗峰,Kurtosis )通过风隧道测试获得。基于气动性测试在CRIACIV边界层风洞中的双曲抛物面模型(意大利),本文讨论了实验性不确定性的典型例子,即对于名义上对称的几何和风方向测量的非对称性,并研究其对峰值的影响分析模型提供的压力系数。为了实现该目的,比较与对称轴的风流方向下对称几何的实验峰值压力系数及其分析预测,并且注意到通过适当的分析模型可以减少实验测试所示的不对称性,因此可以有助于过滤出实验不确定因素以进行设计目的的影响。

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