{"title":"基于LDSA-TCN的隧道结构分布式光纤应变监测数据特征提取方法","authors":"Xiaokun Yan , Yaohui Yu , Yang Liu","doi":"10.1016/j.engstruct.2026.122204","DOIUrl":null,"url":null,"abstract":"<div><div>By using distributed optical fiber-based tunnel deformation monitoring technology, high-density strain data can be obtained from numerous measurement points. However, characterizing the load<img>strain response relationship of a tunnel on the basis of the features of such monitoring data remains challenging because of the strong noise, nonstationarity, and complex spatiotemporal coupling in the strain response. To address this issue, a feature extraction method for the distributed optical fiber strain monitoring data of tunnel structures based on an LDSA-TCN is proposed. First, relying on the high-density strain monitoring data of a tunnel, the local dynamic spatial autocorrelation (LDSA) method is employed to identify abnormal points along the distributed sensing fiber. A temporal convolutional network (TCN) is subsequently introduced, taking the time series strain data of the abnormal points as its inputs. Through multilayer dilated causal convolutions that are used to predict the response at the next time step, the method achieves time series modeling and feature extraction for the strain data. An analysis of field-measured data reveals that the proposed method outperforms the traditional three-standard-deviation method in terms of spatial anomaly detection. With respect to time series modeling, the proposed method demonstrates better feature stability and higher sensitivity to external load variations than LSTM and attention-based networks do. Furthermore, the extracted features can be applied to accurately assess the structural conditions of tunnels.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"353 ","pages":"Article 122204"},"PeriodicalIF":7.6000,"publicationDate":"2026-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A feature extraction method for distributed optical fiber strain monitoring data of tunnel structures based on an LDSA-TCN\",\"authors\":\"Xiaokun Yan , Yaohui Yu , Yang Liu\",\"doi\":\"10.1016/j.engstruct.2026.122204\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>By using distributed optical fiber-based tunnel deformation monitoring technology, high-density strain data can be obtained from numerous measurement points. However, characterizing the load<img>strain response relationship of a tunnel on the basis of the features of such monitoring data remains challenging because of the strong noise, nonstationarity, and complex spatiotemporal coupling in the strain response. To address this issue, a feature extraction method for the distributed optical fiber strain monitoring data of tunnel structures based on an LDSA-TCN is proposed. First, relying on the high-density strain monitoring data of a tunnel, the local dynamic spatial autocorrelation (LDSA) method is employed to identify abnormal points along the distributed sensing fiber. A temporal convolutional network (TCN) is subsequently introduced, taking the time series strain data of the abnormal points as its inputs. Through multilayer dilated causal convolutions that are used to predict the response at the next time step, the method achieves time series modeling and feature extraction for the strain data. An analysis of field-measured data reveals that the proposed method outperforms the traditional three-standard-deviation method in terms of spatial anomaly detection. With respect to time series modeling, the proposed method demonstrates better feature stability and higher sensitivity to external load variations than LSTM and attention-based networks do. Furthermore, the extracted features can be applied to accurately assess the structural conditions of tunnels.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"353 \",\"pages\":\"Article 122204\"},\"PeriodicalIF\":7.6000,\"publicationDate\":\"2026-04-15\",\"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/S0141029626001173\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2026/1/21 0:00:00\",\"PubModel\":\"Epub\",\"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/S0141029626001173","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/1/21 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
A feature extraction method for distributed optical fiber strain monitoring data of tunnel structures based on an LDSA-TCN
By using distributed optical fiber-based tunnel deformation monitoring technology, high-density strain data can be obtained from numerous measurement points. However, characterizing the loadstrain response relationship of a tunnel on the basis of the features of such monitoring data remains challenging because of the strong noise, nonstationarity, and complex spatiotemporal coupling in the strain response. To address this issue, a feature extraction method for the distributed optical fiber strain monitoring data of tunnel structures based on an LDSA-TCN is proposed. First, relying on the high-density strain monitoring data of a tunnel, the local dynamic spatial autocorrelation (LDSA) method is employed to identify abnormal points along the distributed sensing fiber. A temporal convolutional network (TCN) is subsequently introduced, taking the time series strain data of the abnormal points as its inputs. Through multilayer dilated causal convolutions that are used to predict the response at the next time step, the method achieves time series modeling and feature extraction for the strain data. An analysis of field-measured data reveals that the proposed method outperforms the traditional three-standard-deviation method in terms of spatial anomaly detection. With respect to time series modeling, the proposed method demonstrates better feature stability and higher sensitivity to external load variations than LSTM and attention-based networks do. Furthermore, the extracted features can be applied to accurately assess the structural conditions of tunnels.
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.