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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2013-10-01
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Series: | International Journal of Distributed Sensor Networks |
Online Access: | https://doi.org/10.1155/2013/818967 |
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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 |
work_keys_str_mv |
AT danhuidan healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces AT yimingzhao healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces AT tongyang healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces AT xingfeiyan healthconditionevaluationofcablestayedbridgedrivenbydissimilaritymeasuresofgroupedcableforces |
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1724703094491578368 |