Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges
Collecting the information of traffic load, especially heavy trucks, is crucial for bridge statistical analysis, safety evaluation, and maintenance strategies. This paper presents a traffic sensing methodology that combines a deep learning based computer vision technique with the influence line theo...
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2019-01-01
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Series: | Journal of Sensors |
Online Access: | http://dx.doi.org/10.1155/2019/3409525 |
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doaj-9114ca2204824f829c83db5e0bf94b222020-11-24T21:29:03ZengHindawi LimitedJournal of Sensors1687-725X1687-72682019-01-01201910.1155/2019/34095253409525Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder BridgesXudong Jian0Ye Xia1Jose A. Lozano-Galant2Limin Sun3State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Bridge Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Civil Engineering, University of Castilla-La Mancha, Ciudad Real 13071, SpainState Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, ChinaCollecting the information of traffic load, especially heavy trucks, is crucial for bridge statistical analysis, safety evaluation, and maintenance strategies. This paper presents a traffic sensing methodology that combines a deep learning based computer vision technique with the influence line theory. Theoretical background and derivations are introduced from both aspects of structural analysis and computer vision techniques. In addition, to evaluate the effectiveness and accuracy of the proposed traffic sensing method through field tests, a systematic analysis is performed on a continuous box-girder bridge. The obtained results show that the proposed method can automatically identify the vehicle load and speed with promising efficiency and accuracy and most importantly cost-effectiveness. All these features make the proposed methodology a desirable bridge weigh-in-motion system, especially for bridges already equipped with structural health monitoring system.http://dx.doi.org/10.1155/2019/3409525 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Xudong Jian Ye Xia Jose A. Lozano-Galant Limin Sun |
spellingShingle |
Xudong Jian Ye Xia Jose A. Lozano-Galant Limin Sun Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges Journal of Sensors |
author_facet |
Xudong Jian Ye Xia Jose A. Lozano-Galant Limin Sun |
author_sort |
Xudong Jian |
title |
Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges |
title_short |
Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges |
title_full |
Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges |
title_fullStr |
Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges |
title_full_unstemmed |
Traffic Sensing Methodology Combining Influence Line Theory and Computer Vision Techniques for Girder Bridges |
title_sort |
traffic sensing methodology combining influence line theory and computer vision techniques for girder bridges |
publisher |
Hindawi Limited |
series |
Journal of Sensors |
issn |
1687-725X 1687-7268 |
publishDate |
2019-01-01 |
description |
Collecting the information of traffic load, especially heavy trucks, is crucial for bridge statistical analysis, safety evaluation, and maintenance strategies. This paper presents a traffic sensing methodology that combines a deep learning based computer vision technique with the influence line theory. Theoretical background and derivations are introduced from both aspects of structural analysis and computer vision techniques. In addition, to evaluate the effectiveness and accuracy of the proposed traffic sensing method through field tests, a systematic analysis is performed on a continuous box-girder bridge. The obtained results show that the proposed method can automatically identify the vehicle load and speed with promising efficiency and accuracy and most importantly cost-effectiveness. All these features make the proposed methodology a desirable bridge weigh-in-motion system, especially for bridges already equipped with structural health monitoring system. |
url |
http://dx.doi.org/10.1155/2019/3409525 |
work_keys_str_mv |
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1725967704692621312 |