Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology

This article describes the development of a non-contact dynamic displacement measurement system for railway bridges based on video technology. The system, consisting of a high speed video camera, an optical lens, lighting lamps and a precision target, can perform measurements with high precision for...

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Main Authors: Ribeiro Diogo, Calçada Rui, Ferreira José, Martins Teresa
Format: Article
Language:English
Published: EDP Sciences 2015-01-01
Series:MATEC Web of Conferences
Online Access:http://dx.doi.org/10.1051/matecconf/20152402007
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spelling doaj-0296efdcd26c437b8f32d3fcd9f6db362021-02-02T00:55:11ZengEDP SciencesMATEC Web of Conferences2261-236X2015-01-01240200710.1051/matecconf/20152402007matecconf_evaces2015_02007Measurement of the Dynamic Displacements of Railway Bridges Using Video TechnologyRibeiro Diogo0Calçada Rui1Ferreira José2Martins Teresa3Polytechnic of Porto, School of EngineeringUniversity of Porto, Faculty of EngineeringEnermeter - Sistemas de MediçãoEnermeter - Sistemas de MediçãoThis article describes the development of a non-contact dynamic displacement measurement system for railway bridges based on video technology. The system, consisting of a high speed video camera, an optical lens, lighting lamps and a precision target, can perform measurements with high precision for distances from the camera to the target up to 25 m, with acquisition frame rates ranging from 64 fps to 500 fps, and be articulated with other measurement systems, which promotes its integration in structural health monitoring systems. The system’s performance was evaluated based on two tests, one in the laboratory and other on the field. The laboratory test evaluated the performance of the system in measuring the displacement of a steel beam, subjected to a point load applied dynamically, for distances from the camera to the target between 3 m and 15 m. The field test allowed evaluating the system’s performance in the dynamic measurement of the displacement of a point on the deck of a railway bridge, induced by passing trains at speeds between 160 km/h and 180 km/h, for distances from the camera to the target up to 25 m. The results of both tests show a very good agreement between the displacement measurement obtained with the video system and with a LVDT.http://dx.doi.org/10.1051/matecconf/20152402007
collection DOAJ
language English
format Article
sources DOAJ
author Ribeiro Diogo
Calçada Rui
Ferreira José
Martins Teresa
spellingShingle Ribeiro Diogo
Calçada Rui
Ferreira José
Martins Teresa
Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology
MATEC Web of Conferences
author_facet Ribeiro Diogo
Calçada Rui
Ferreira José
Martins Teresa
author_sort Ribeiro Diogo
title Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology
title_short Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology
title_full Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology
title_fullStr Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology
title_full_unstemmed Measurement of the Dynamic Displacements of Railway Bridges Using Video Technology
title_sort measurement of the dynamic displacements of railway bridges using video technology
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2015-01-01
description This article describes the development of a non-contact dynamic displacement measurement system for railway bridges based on video technology. The system, consisting of a high speed video camera, an optical lens, lighting lamps and a precision target, can perform measurements with high precision for distances from the camera to the target up to 25 m, with acquisition frame rates ranging from 64 fps to 500 fps, and be articulated with other measurement systems, which promotes its integration in structural health monitoring systems. The system’s performance was evaluated based on two tests, one in the laboratory and other on the field. The laboratory test evaluated the performance of the system in measuring the displacement of a steel beam, subjected to a point load applied dynamically, for distances from the camera to the target between 3 m and 15 m. The field test allowed evaluating the system’s performance in the dynamic measurement of the displacement of a point on the deck of a railway bridge, induced by passing trains at speeds between 160 km/h and 180 km/h, for distances from the camera to the target up to 25 m. The results of both tests show a very good agreement between the displacement measurement obtained with the video system and with a LVDT.
url http://dx.doi.org/10.1051/matecconf/20152402007
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AT calcadarui measurementofthedynamicdisplacementsofrailwaybridgesusingvideotechnology
AT ferreirajose measurementofthedynamicdisplacementsofrailwaybridgesusingvideotechnology
AT martinsteresa measurementofthedynamicdisplacementsofrailwaybridgesusingvideotechnology
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