Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces

An index system for the health-status evaluation of cable-stayed bridges is presented based on a set of dissimilarity measures (DMs) of the cable force of grouped cables. The DMs and their labels corresponding to health status derived by the serviceability limit states of a bridge are determined by...

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Main Authors: Dan-Hui Dan, Yi-Ming Zhao, Tong Yang, Xing-Fei Yan
Format: Article
Language:English
Published: SAGE Publishing 2013-10-01
Series:International Journal of Distributed Sensor Networks
Online Access:https://doi.org/10.1155/2013/818967
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spelling doaj-6e84c3146d5f4edaa01a75eee4c6eebd2020-11-25T02:59:18ZengSAGE PublishingInternational Journal of Distributed Sensor Networks1550-14772013-10-01910.1155/2013/818967Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable ForcesDan-Hui Dan0Yi-Ming Zhao1Tong Yang2Xing-Fei Yan3 Department of Bridge Engineering, Tongji University, Shanghai 200092, China Technology Center of Shanghai Construction Group, Co., Ltd., Shanghai 200431, China Department of Bridge Engineering, Tongji University, Shanghai 200092, China Shanghai Urban Construction Design Research Institute, Shanghai 200125, ChinaAn index system for the health-status evaluation of cable-stayed bridges is presented based on a set of dissimilarity measures (DMs) of the cable force of grouped cables. The DMs and their labels corresponding to health status derived by the serviceability limit states of a bridge are determined by the combination of the finite element method and the influence matrix method. The Monte-Carlo method is used to determine the rational values of thresholds of proposed DMs. By comparing the indices with the thresholds, the holistic health status assessment of a cable-stayed bridge can be easily and reasonably determined. Based on eight years of historical data on the cable forces investigated from a real cable-stayed bridge, the proposed methods are applied to evaluate the health status of this cable-stayed bridge. The results show the validity of the proposed methods.https://doi.org/10.1155/2013/818967
collection DOAJ
language English
format Article
sources DOAJ
author Dan-Hui Dan
Yi-Ming Zhao
Tong Yang
Xing-Fei Yan
spellingShingle Dan-Hui Dan
Yi-Ming Zhao
Tong Yang
Xing-Fei Yan
Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces
International Journal of Distributed Sensor Networks
author_facet Dan-Hui Dan
Yi-Ming Zhao
Tong Yang
Xing-Fei Yan
author_sort Dan-Hui Dan
title Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces
title_short Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces
title_full Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces
title_fullStr Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces
title_full_unstemmed Health Condition Evaluation of Cable-Stayed Bridge Driven by Dissimilarity Measures of Grouped Cable Forces
title_sort health condition evaluation of cable-stayed bridge driven by dissimilarity measures of grouped cable forces
publisher SAGE Publishing
series International Journal of Distributed Sensor Networks
issn 1550-1477
publishDate 2013-10-01
description An index system for the health-status evaluation of cable-stayed bridges is presented based on a set of dissimilarity measures (DMs) of the cable force of grouped cables. The DMs and their labels corresponding to health status derived by the serviceability limit states of a bridge are determined by the combination of the finite element method and the influence matrix method. The Monte-Carlo method is used to determine the rational values of thresholds of proposed DMs. By comparing the indices with the thresholds, the holistic health status assessment of a cable-stayed bridge can be easily and reasonably determined. Based on eight years of historical data on the cable forces investigated from a real cable-stayed bridge, the proposed methods are applied to evaluate the health status of this cable-stayed bridge. The results show the validity of the proposed methods.
url https://doi.org/10.1155/2013/818967
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AT yimingzhao healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces
AT tongyang healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces
AT xingfeiyan healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces
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