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

IF 7.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Engineering Structures Pub Date : 2026-04-15 Epub Date: 2026-01-21 DOI:10.1016/j.engstruct.2026.122204
Xiaokun Yan , Yaohui Yu , Yang Liu
{"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 ,&nbsp;Yaohui Yu ,&nbsp;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 ,&nbsp;Yaohui Yu ,&nbsp;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}
引用次数: 0

摘要

采用分布式光纤隧道变形监测技术,可以从多个测点获得高密度应变数据。然而,由于应变响应具有强噪声、非平稳性和复杂的时空耦合性,基于此类监测数据特征来表征隧道的载荷-应变响应关系仍然具有挑战性。针对这一问题,提出了一种基于LDSA-TCN的隧道结构分布式光纤应变监测数据特征提取方法。首先,依托隧道高密度应变监测数据,采用局部动态空间自相关(LDSA)方法识别分布式传感光纤沿线的异常点;随后引入了一种以异常点的时间序列应变数据为输入的时间卷积网络(TCN)。该方法通过多层扩展因果卷积来预测下一时间步的响应,实现应变数据的时间序列建模和特征提取。现场实测数据分析表明,该方法在空间异常检测方面优于传统的三标准差方法。在时间序列建模方面,与LSTM和基于注意力的网络相比,该方法具有更好的特征稳定性和对外部负载变化的更高灵敏度。此外,提取的特征可以用于准确评估隧道的结构状况。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信
小红书