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Mesh-adaptive LES for wind load estimation of a high-rise building in a city

机译:网格自适应LES在城市高层建筑风荷载估计中的应用

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摘要

This paper discusses the applicability of large eddy simulation (LES) to the wind-resistant design of buildings in cities. In order to accurately predict wind pressures and forces on actual buildings with complicated shapes, we partially introduce the unstructured grid system, which is formulated on the open-source CFD code. Applying the LES method for modeling the urban flow, where a specified high-rise building focuses on safety under wind loading, the combined model is employed to investigate aerodynamic characteristics. This model uses overset grids, consisting of the Cartesian grid and the unstructured-grids. According to previous studies, the Cartesian grid method can accurately generate the turbulent structures in the urban canopy, whereas the unstructured grid method can reproduce detailed patterns of the near-wake flows around a specified building inside a densely built-up area. In this study, we have applied the combined model consisting of the Cartesian grid and unstructured grid for wind load estimation of a high-rise building in a city. Particularly, at inclined wind direction to the main streets, there is a presumption of different effects of wind impact at each vertical level of a high-rise building along the street. Accordingly, relatively a large torsional force tends to be present. On the basis of the results obtained, their accuracy is checked in comparison with the previous data by wind tunnel experiment, and wind pressure distributions on the surfaces as well as wind force coefficients of a highrise building are estimated and discussed in view of structural safety. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文讨论了大型涡模拟(LES)在城市建筑抗风设计中的适用性。为了准确预测形状复杂的实际建筑物上的风压和力,我们部分介绍了基于开源CFD代码制定的非结构化网格系统。应用LES方法对城市流量进行建模,其中特定的高层建筑着重于风荷载下的安全性,并使用组合模型来研究空气动力学特性。该模型使用覆盖的网格,包括笛卡尔网格和非结构化网格。根据以前的研究,笛卡尔网格方法可以准确地生成城市冠层中的湍流结构,而非结构网格方法可以重现密集建筑区内指定建筑物周围的近尾流的详细模式。在这项研究中,我们将由笛卡尔网格和非结构化网格组成的组合模型用于城市高层建筑的风荷载估计。特别地,在相对于主要街道的风向倾斜的情况下,假定在沿着街道的高层建筑物的每个垂直高度处,风冲击的不同影响。因此,倾向于存在较大的扭转力。根据获得的结果,通过风洞实验将其准确性与以前的数据进行了比较,并从结构安全的角度评估和讨论了高层建筑表面的风压分布以及风力系数。 (C)2015 Elsevier Ltd.保留所有权利。

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