Research on pressure prediction of complex wind pressure measuring points in typical structures based on artificial intelligence

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Cheng Pei , Mingjie Li , Cunming Ma , Qingkuan Liu , Jingyu Zhang , Jun Feng , Xiaokang Cheng
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Abstract

In wind tunnel testing, pressure gauges are typically used to measure wind pressure distribution. However, in areas with complex geometric shapes, arranging pressure measurement points is often challenging. It is worth noting that these regions with significant geometric variations exhibit highly complex wind pressure fluctuations (usually non-Gaussian), which are crucial for structural wind resistance design and make them key observation points. To address this issue, this study aims to propose a method that combines modal decomposition and deep learning to accurately predict wind pressure data for difficult to measure observation points using measurements from surrounding pressure taps. Wind tunnel tests were conducted on typical structures such as large-span roof structures, bridges, and high-rise buildings, and the proposed method was validated using experimental results. Taking skewness prediction as an example, the research results show that the Bi-weighted POD-CNN-LSTM method is superior to other methods, with a mean square error (MSE) range of 0.24–0.26 and a correlation coefficient (R) range of 0.9115–0.924. This technology can be widely applied to various wind tunnel tests, improving its applicability.
基于人工智能的典型结构复杂风压测点压力预测研究
在风洞测试中,通常使用压力表来测量风压分布。然而,在具有复杂几何形状的区域,布置压力测点往往具有挑战性。值得注意的是,这些几何变化显著的区域表现出高度复杂的风压波动(通常是非高斯的),这对结构抗风设计至关重要,是关键的观测点。为了解决这一问题,本研究旨在提出一种结合模态分解和深度学习的方法,利用周围压力水龙头的测量值准确预测难以测量的观测点的风压数据。对大跨度屋面结构、桥梁、高层建筑等典型结构进行了风洞试验,并通过试验结果验证了该方法的有效性。以偏度预测为例,研究结果表明,双加权POD-CNN-LSTM方法优于其他方法,均方误差(MSE)范围为0.24 ~ 0.26,相关系数(R)范围为0.9115 ~ 0.924。该技术可广泛应用于各种风洞试验,提高了其适用性。
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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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