利用结构健康监测管理桥梁冲刷风险

Andrea Maroni, E. Tubaldi, J. Douglas, Neil M. Ferguson, D. Val, H. McDonald, S. Lothian, A. Chisholm, O. Riches, D. Walker, Euan Greenoak, Christopher Green, D. Zonta
{"title":"利用结构健康监测管理桥梁冲刷风险","authors":"Andrea Maroni, E. Tubaldi, J. Douglas, Neil M. Ferguson, D. Val, H. McDonald, S. Lothian, A. Chisholm, O. Riches, D. Walker, Euan Greenoak, Christopher Green, D. Zonta","doi":"10.1680/ICSIC.64669.077","DOIUrl":null,"url":null,"abstract":"Scour is the leading cause of bridge failures worldwide. In the United States, 22 bridges fail every year, whereas in the UK scour contributed significantly to the 138 bridge collapses recorded in the last century. In Scotland, there are around 2,000 bridges susceptible to scour. Scour assessments are currently based on visual inspections, which are expensive, time-consuming, and the information collected is qualitative. However, monitoring an entire infrastructure network against scour is not economically feasible. A way to overcome this limitation is to install monitoring systems at critical locations, and then extend the pieces of information gained to the entire asset through a probabilistic approach. This paper proposes a Decision Support System (DSS) for bridge scour management that exploits information from a limited number of scour monitoring systems to achieve a more confined estimate of the scour risk for a bridge network. A Bayesian network (BN) is used to describe conditional dependencies among the involved random variables. The BN allows estimating, and updating, the scour depth distributions using information from monitoring of scour depth and river flow characteristics. Data collected by the monitoring system and BN's outcomes are then used to inform a decision model and thus support transport agencies’ decision frameworks. A case study consisting of several road bridges in Scotland is considered to demonstrate the functioning of the DSS. The BN is found to estimate accurately the scour depth at unmonitored bridges, and the decision model provides higher values of scour thresholds compared to the ones implicitly chosen by the transport agencies.","PeriodicalId":205150,"journal":{"name":"International Conference on Smart Infrastructure and Construction 2019 (ICSIC)","volume":"28 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Managing Bridge Scour Risk Using Structural Health Monitoring\",\"authors\":\"Andrea Maroni, E. Tubaldi, J. Douglas, Neil M. Ferguson, D. Val, H. McDonald, S. Lothian, A. Chisholm, O. Riches, D. Walker, Euan Greenoak, Christopher Green, D. Zonta\",\"doi\":\"10.1680/ICSIC.64669.077\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Scour is the leading cause of bridge failures worldwide. In the United States, 22 bridges fail every year, whereas in the UK scour contributed significantly to the 138 bridge collapses recorded in the last century. In Scotland, there are around 2,000 bridges susceptible to scour. Scour assessments are currently based on visual inspections, which are expensive, time-consuming, and the information collected is qualitative. However, monitoring an entire infrastructure network against scour is not economically feasible. A way to overcome this limitation is to install monitoring systems at critical locations, and then extend the pieces of information gained to the entire asset through a probabilistic approach. This paper proposes a Decision Support System (DSS) for bridge scour management that exploits information from a limited number of scour monitoring systems to achieve a more confined estimate of the scour risk for a bridge network. A Bayesian network (BN) is used to describe conditional dependencies among the involved random variables. The BN allows estimating, and updating, the scour depth distributions using information from monitoring of scour depth and river flow characteristics. Data collected by the monitoring system and BN's outcomes are then used to inform a decision model and thus support transport agencies’ decision frameworks. A case study consisting of several road bridges in Scotland is considered to demonstrate the functioning of the DSS. The BN is found to estimate accurately the scour depth at unmonitored bridges, and the decision model provides higher values of scour thresholds compared to the ones implicitly chosen by the transport agencies.\",\"PeriodicalId\":205150,\"journal\":{\"name\":\"International Conference on Smart Infrastructure and Construction 2019 (ICSIC)\",\"volume\":\"28 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Conference on Smart Infrastructure and Construction 2019 (ICSIC)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/ICSIC.64669.077\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Conference on Smart Infrastructure and Construction 2019 (ICSIC)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/ICSIC.64669.077","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

摘要

冲刷是世界范围内桥梁失效的主要原因。在美国,每年有22座桥梁倒塌,而在英国,上个世纪有记录的138座桥梁倒塌主要是冲刷造成的。在苏格兰,大约有2000座桥梁容易受到冲刷。冲刷评估目前是基于目视检查,这是昂贵的,耗时的,并且收集的信息是定性的。然而,监控整个基础设施网络防止冲刷在经济上是不可行的。克服这一限制的一种方法是在关键位置安装监控系统,然后通过概率方法将获得的信息扩展到整个资产。本文提出了一种用于桥梁冲刷管理的决策支持系统(DSS),该系统利用有限数量的冲刷监测系统的信息来实现对桥梁网络冲刷风险的更有限的估计。贝叶斯网络(BN)用于描述随机变量之间的条件依赖关系。BN可以利用监测冲刷深度和河流流量特征的信息来估计和更新冲刷深度分布。监测系统收集的数据和BN的结果然后被用于通知决策模型,从而支持运输机构的决策框架。一个由苏格兰的几座公路桥组成的案例研究被认为可以证明发展支助系统的功能。研究发现,BN可以准确地估计未监测桥梁的冲刷深度,与运输机构隐式选择的阈值相比,决策模型提供了更高的冲刷阈值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Managing Bridge Scour Risk Using Structural Health Monitoring
Scour is the leading cause of bridge failures worldwide. In the United States, 22 bridges fail every year, whereas in the UK scour contributed significantly to the 138 bridge collapses recorded in the last century. In Scotland, there are around 2,000 bridges susceptible to scour. Scour assessments are currently based on visual inspections, which are expensive, time-consuming, and the information collected is qualitative. However, monitoring an entire infrastructure network against scour is not economically feasible. A way to overcome this limitation is to install monitoring systems at critical locations, and then extend the pieces of information gained to the entire asset through a probabilistic approach. This paper proposes a Decision Support System (DSS) for bridge scour management that exploits information from a limited number of scour monitoring systems to achieve a more confined estimate of the scour risk for a bridge network. A Bayesian network (BN) is used to describe conditional dependencies among the involved random variables. The BN allows estimating, and updating, the scour depth distributions using information from monitoring of scour depth and river flow characteristics. Data collected by the monitoring system and BN's outcomes are then used to inform a decision model and thus support transport agencies’ decision frameworks. A case study consisting of several road bridges in Scotland is considered to demonstrate the functioning of the DSS. The BN is found to estimate accurately the scour depth at unmonitored bridges, and the decision model provides higher values of scour thresholds compared to the ones implicitly chosen by the transport agencies.
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
自引率
0.00%
发文量
0
期刊最新文献
Fibre Optic Sensing as Innovative Tool for Evaluating Railway Track Condition? Using Statistical Models and Machine Learning Techniques to Process Big Data from the Forth Road Bridge Modelling and Evaluation of Multi-Vector Energy Networks in Smart Cities Pavement Damage Detection System Using Big Data Analysis of Multiple Sensor Evaluating the Deterioration of Geotechnical Infrastructure Assets Using Performance Curves
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1