基于神经网络的大涡模拟多保真度建模方法及其在风荷载预测中的应用

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Mattia Fabrizio Ciarlatani, Catherine Gorlé
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引用次数: 0

摘要

计算风工程的最新进展已经证明了大涡模拟(LESs)作为风荷载预测设计工具的潜力。然而,当分析需要评估所有风向的风荷载时,与能够捕获峰值压力的精细分辨LESs相关的计算成本可能成为限制因素。在其他需要跨参数空间进行预测的LES应用程序中也存在同样的限制。本研究提出了一种利用神经网络(NN)的多保真度(MF) LES框架。提出了一种MF数据集选择策略和MF损失函数,以获得具有最佳MF模型性能的神经网络。将该框架应用于某高层建筑整个风场的风荷载预测。来自10个低分辨率LESs的数据与来自5个高分辨率LESs的数据相结合,提供了整个风场逐点平均值、均方根和峰值压力系数的MF预测。MF框架持续减少了与每个风向的低分辨率LESs相关的误差,以一半的计算成本实现了接近高分辨率LESs的精度。MF模型在所有建筑立面上的平均误差始终低于低分辨率模型在每个风向和兴趣量(qi)上的误差。该框架可以很容易地应用于其他LES应用程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A neural network-based multi-fidelity modeling approach for large-eddy simulations with application to wind loading predictions
Recent advancements in computational wind engineering have demonstrated the potential of Large-Eddy Simulations (LESs) as a design tool for wind loading predictions. However, the computational cost associated with finely resolved LESs capable of capturing peak pressures can become a limiting factor when the analysis requires evaluating the wind loads for all wind directions. The same limitation arises in other LES applications that require predictions across a parameter space. This study proposes a Multi-Fidelity (MF) framework for LES that leverages Neural Networks (NN). A MF data set selection strategy and a MF loss function are proposed to obtain NNs that provide optimal MF model performance. The framework is applied to predict wind loading on a high-rise building across the entire wind rose. Data from 10 low-resolution LESs is combined with data from 5 high-resolution LESs, to provide MF predictions for the point-wise mean, rms, and peak pressure coefficients across the entire wind rose. The MF framework consistently reduces the error associated with the low-resolution LESs for each wind direction, achieving accuracy close to the high-resolution LESs at half of the computational cost. The MF model error averaged across all building facades is consistently lower than the error of the low-resolution model for every wind direction and Quantity of Interest (QoI). The framework can be readily applied to other LES applications.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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