Condition transfer between prestressed bridges using structural state translation for structural health monitoring

Furkan Luleci, F. Necati Catbas
{"title":"Condition transfer between prestressed bridges using structural state translation for structural health monitoring","authors":"Furkan Luleci,&nbsp;F. Necati Catbas","doi":"10.1007/s43503-023-00016-0","DOIUrl":null,"url":null,"abstract":"<div><p>Implementing Structural Health Monitoring (SHM) systems with extensive sensing layouts on all civil structures is obviously expensive and unfeasible. Thus, estimating the state (condition) of dissimilar civil structures based on the information collected from other structures is regarded as a useful and essential way. For this purpose, Structural State Translation (SST) has been recently proposed to predict the response data of civil structures based on the information acquired from a dissimilar structure. This study uses the SST methodology to translate the state of one bridge (<i>Bridge #1)</i> to a new state based on the knowledge acquired from a structurally dissimilar bridge (<i>Bridge #2</i>). Specifically, the Domain-Generalized Cycle-Generative (DGCG) model is trained in the Domain Generalization learning approach on two distinct data domains obtained from <i>Bridge #1</i>; the bridges have two different conditions: <i>State-H</i> and <i>State-D</i>. Then, the model is used to generalize and transfer the knowledge on <i>Bridge #1</i> to <i>Bridge #2</i>. In doing so, DGCG translates the state of <i>Bridge #2</i> to the state that the model has learned after being trained. In one scenario, <i>Bridge #2’s State-H</i> is translated to <i>State-D</i>; in another scenario, <i>Bridge #2’s State-D</i> is translated to <i>State-H</i>. The translated bridge states are then compared with the real ones via modal identifiers and mean magnitude-squared coherence (MMSC), showing that the translated states are remarkably similar to the real ones. For instance, the modes of the translated and real bridge states are similar, with the maximum frequency difference of 1.12% and the minimum correlation of 0.923 in Modal Assurance Criterion values, as well as the minimum of 0.947 in Average MMSC values. In conclusion, this study demonstrates that SST is a promising methodology for research with data scarcity and population-based structural health monitoring (PBSHM). In addition, a critical discussion about the methodology adopted in this study is also offered to address some related concerns.</p></div>","PeriodicalId":72138,"journal":{"name":"AI in civil engineering","volume":"2 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-08-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"AI in civil engineering","FirstCategoryId":"1085","ListUrlMain":"https://link.springer.com/article/10.1007/s43503-023-00016-0","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

Abstract

Implementing Structural Health Monitoring (SHM) systems with extensive sensing layouts on all civil structures is obviously expensive and unfeasible. Thus, estimating the state (condition) of dissimilar civil structures based on the information collected from other structures is regarded as a useful and essential way. For this purpose, Structural State Translation (SST) has been recently proposed to predict the response data of civil structures based on the information acquired from a dissimilar structure. This study uses the SST methodology to translate the state of one bridge (Bridge #1) to a new state based on the knowledge acquired from a structurally dissimilar bridge (Bridge #2). Specifically, the Domain-Generalized Cycle-Generative (DGCG) model is trained in the Domain Generalization learning approach on two distinct data domains obtained from Bridge #1; the bridges have two different conditions: State-H and State-D. Then, the model is used to generalize and transfer the knowledge on Bridge #1 to Bridge #2. In doing so, DGCG translates the state of Bridge #2 to the state that the model has learned after being trained. In one scenario, Bridge #2’s State-H is translated to State-D; in another scenario, Bridge #2’s State-D is translated to State-H. The translated bridge states are then compared with the real ones via modal identifiers and mean magnitude-squared coherence (MMSC), showing that the translated states are remarkably similar to the real ones. For instance, the modes of the translated and real bridge states are similar, with the maximum frequency difference of 1.12% and the minimum correlation of 0.923 in Modal Assurance Criterion values, as well as the minimum of 0.947 in Average MMSC values. In conclusion, this study demonstrates that SST is a promising methodology for research with data scarcity and population-based structural health monitoring (PBSHM). In addition, a critical discussion about the methodology adopted in this study is also offered to address some related concerns.

Abstract Image

Abstract Image

Abstract Image

使用结构状态转换进行结构健康监测的预应力桥梁之间的状态转换。
在所有民用结构上实施具有广泛传感布局的结构健康监测(SHM)系统显然是昂贵且不可行的。因此,基于从其他结构收集的信息来估计不同土木结构的状态(条件)被认为是一种有用和必要的方法。为此,最近提出了结构状态转换(SST),以基于从不同结构获得的信息来预测土木结构的响应数据。本研究使用SST方法,根据从结构不同的桥梁(2号桥梁)获得的知识,将一座桥梁(1号桥梁)的状态转换为新状态。具体而言,在从桥#1获得的两个不同的数据域上,以域泛化学习方法训练域广义循环生成(DGCG)模型;桥梁有两种不同的状态:状态H和状态D。然后,利用该模型将关于1号桥的知识推广到2号桥。在这样做的过程中,DGCG将2号桥的状态转换为模型在训练后学习的状态。在一个场景中,桥#2的State-H被转换为State-D;在另一个场景中,桥#2的State-D被转换为State-H。然后通过模态识别器和均方相干(MMSC)将转换后的桥接状态与真实桥接状态进行比较,表明转换后的状态与真实状态非常相似。例如,转换后的桥梁状态和实际桥梁状态的模态相似,模态保证标准值中的最大频率差为1.12%,最小相关性为0.923,平均MMSC值中的最小相关度为0.947。总之,本研究表明,SST是一种很有前途的方法,可用于数据稀缺和基于人群的结构健康监测(PBSHM)的研究。此外,还对本研究中采用的方法进行了批判性讨论,以解决一些相关问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
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:481959085
Book学术官方微信