Longxuan Wang , Hongbo Liu , Fan Zhang , Liulu Guo , Zhihua Chen
{"title":"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","authors":"Longxuan Wang , Hongbo Liu , Fan Zhang , Liulu Guo , Zhihua Chen","doi":"10.1016/j.engstruct.2024.119367","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"324 ","pages":"Article 119367"},"PeriodicalIF":5.6000,"publicationDate":"2024-11-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Intelligent prediction approach of spatial structure response and performance deterioration by integrating spatiotemporal deep learning and digital twins\",\"authors\":\"Longxuan Wang , Hongbo Liu , Fan Zhang , Liulu Guo , Zhihua Chen\",\"doi\":\"10.1016/j.engstruct.2024.119367\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"324 \",\"pages\":\"Article 119367\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-11-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029624019291\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029624019291","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Intelligent prediction approach of spatial structure response and performance deterioration by integrating spatiotemporal deep learning and digital twins
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.
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.