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Application of Proper Orthogonal Decomposition Method in Wind Field Simulation for Roof Structures

机译:正确正交分解法在屋盖结构风场模拟中的应用

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The Weighted Amplitude Wave Superposition (WAWS) method and the Proper Orthogonal Decomposition (POD) technique are first introduced. Then the POD technique combined with a wind field reconstruction method for a flat roof are studied. And also, wind field extension using B-spline interpolation and the wind field reconstruction are verified. On this basis, a two-step simulation algorithm to generate wind field is presented for roof structures. Finally, an engineering example is selected in order to demonstrate the capabilities and efficiency of the proposed algorithm. The conclusions can be summarized as follows: 1) The modal values of the nodes on a roof can be obtained by using B-spline surface interpolation method based on the values of the control nodes. 2) There is similarity between the control POD interpolated mode and the integral POD mode, which indicates that the spatial distribution property of the integral wind field can be known through interpolation based on the POD analysis of the wind field of the control nodes. 3) The equation derived in this paper indicates that wind field reconstruction using the integral POD interpolated modes and the control POD interpolated modes respectively, will result in two identical wind velocity time histories of an interpolation node. Both are approximate to the original time history. And the degree of approximation is affected mainly by interpolation results of the modes. Steps are also suggested in order to improve and ensure the simulation precision for those roof structures with complex shape and large number of discrete points for simulation. 4) In the engineering example, wind field simulation of the roof of Foshan Century Lotus Stadium, the results show that the proposed algorithm is very efficient with sufficient precision. Therefore, the proposed algorithm is advantageous for wind resistance analysis of a large scale roof.
机译:首先介绍了加权振幅波叠加(WAWS)方法和适当的正交分解(POD)技术。然后研究了结合屋顶平台风场重建方法的POD技术。此外,还验证了使用B样条插值的风场扩展和风场重构。在此基础上,提出了一种生成屋顶结构风场的两步仿真算法。最后,选择一个工程实例以证明所提出算法的功能和效率。结论可以归纳如下:1)基于控制节点的值,可以通过B样条曲面插值法获得屋顶节点的模态值。 2)控制POD插值模式与积分POD模式之间存在相似性,这表明可以基于控制节点风场的POD分析,通过插值知道积分风场的空间分布特性。 3)本文推导的方程表明,分别使用积分POD插值模式和控制POD插值模式重建风场,将导致插值节点的两个相同的风速时间历史。两者都近似于原始时间历史。逼近程度主要受模式的插值结果影响。还建议采取一些步骤,以提高并确保具有复杂形状和大量离散点的屋顶结构的仿真精度。 4)在工程实例中,对佛山世纪莲花体育馆屋顶的风场进行了仿真,结果表明所提算法是高效的,具有足够的精度。因此,所提出的算法有利于大型屋顶的风阻分析。

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