Intelligent prediction approach of spatial structure response and performance deterioration by integrating spatiotemporal deep learning and digital twins

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2024-11-23 DOI:10.1016/j.engstruct.2024.119367
Longxuan Wang , Hongbo Liu , Fan Zhang , Liulu Guo , Zhihua Chen
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Abstract

Global spatial structures face potential safety hazards as they age and are subjected to external influences. As traditional response and performance deterioration prediction methods have exhibited limitations when dealing with long time-series data and spatially complex features, this study proposed a novel approach integrating spatiotemporal deep learning (SDL) and digital twins (DT) to address this challenge. An SDL framework driven by component strain data from physical monitoring was proposed to predict the structural responses. Three time-series deep learning frameworks were proposed to predict ambient trends, which were input in a DT model to output the structural responses driven by virtual future ambient data. Then errors of both are fused through a proposed deep neural network to improve the final prediction accuracy. Finally, deterioration prediction was achieved by comparing the deviations between the final predicted performance responses and those calculated in real time from the initial structure’s DT replica, both in the same ambient conditions. The proposed approach, verified through a long-term health monitoring experiment of a scaled cable dome structure, demonstrated high precision, with the maximum mean error of cable strain deterioration prediction only 10.45 με. It can provide a new intelligent solution for the safe operation and maintenance of spatial structures.
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时空深度学习与数字双胞胎相结合的空间结构响应与性能劣化智能预测方法
全球空间结构在老化和受到外部影响的过程中面临着潜在的安全隐患。由于传统的响应和性能劣化预测方法在处理长时间序列数据和空间复杂特征时表现出局限性,本研究提出了一种整合时空深度学习(SDL)和数字双胞胎(DT)的新方法来应对这一挑战。研究提出了一个由物理监测中的部件应变数据驱动的 SDL 框架,用于预测结构响应。提出了三个时间序列深度学习框架来预测环境趋势,并将其输入数字孪生模型,以输出由虚拟未来环境数据驱动的结构响应。然后,通过提出的深度神经网络融合两者的误差,以提高最终预测的准确性。最后,在相同的环境条件下,通过比较最终预测的性能响应与根据初始结构的 DT 复制品实时计算的性能响应之间的偏差,实现劣化预测。通过对按比例缩放的缆索穹顶结构进行长期健康监测实验,验证了所提出的方法具有很高的精度,缆索应变劣化预测的最大平均误差仅为 10.45 με。它可以为空间结构的安全运行和维护提供一种新的智能解决方案。
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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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