Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic

Video processing for structural monitoring has attracted much attention in recent years thanks to the possibility of measuring displacement time histories in the absence of stationary points close to the structure, using hardware that is simple to operate and with accessible costs. Experimental stud...

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Main Authors: Fabio Micozzi, Michele Morici, Alessandro Zona, Andrea Dall’Asta
Format: Article
Language:English
Published: MDPI AG 2023-10-01
Series:Infrastructures
Subjects:
Online Access:https://www.mdpi.com/2412-3811/8/10/152
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author Fabio Micozzi
Michele Morici
Alessandro Zona
Andrea Dall’Asta
author_facet Fabio Micozzi
Michele Morici
Alessandro Zona
Andrea Dall’Asta
author_sort Fabio Micozzi
collection DOAJ
description Video processing for structural monitoring has attracted much attention in recent years thanks to the possibility of measuring displacement time histories in the absence of stationary points close to the structure, using hardware that is simple to operate and with accessible costs. Experimental studies show a unanimous consensus on the potentialities of vision-based monitoring to provide accurate results that can be equivalent to those obtained from accelerometers and displacement transducers. However, past studies mostly involved steel bridges and footbridges while very few applications can be found for concrete bridges, characterised by a stiffer response with lower displacement magnitudes and different frequency contents of their dynamic behaviour. Accordingly, the attention of this experimental study is focused on the application of a vision-based structural monitoring system to a medium-span, post-tensioned, simply supported concrete bridge, a very common typology in many road networks. The objective is to provide evidence on the quality of the results that could be obtained using vision-based monitoring, understanding the role and influence on the accuracy of the measurements of various parameters relevant to the hardware settings and target geometry, highlighting possible difficulties, and providing practical recommendations to achieve optimal results.
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spelling doaj.art-29ba408215694fca91d38e5409bff9e62023-11-19T16:48:44ZengMDPI AGInfrastructures2412-38112023-10-0181015210.3390/infrastructures8100152Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular TrafficFabio Micozzi0Michele Morici1Alessandro Zona2Andrea Dall’Asta3School of Architecture and Design, University of Camerino, Viale della Rimembranza 3, 63100 Ascoli Piceno, ItalySchool of Architecture and Design, University of Camerino, Viale della Rimembranza 3, 63100 Ascoli Piceno, ItalySchool of Architecture and Design, University of Camerino, Viale della Rimembranza 3, 63100 Ascoli Piceno, ItalySchool of Architecture and Design, University of Camerino, Viale della Rimembranza 3, 63100 Ascoli Piceno, ItalyVideo processing for structural monitoring has attracted much attention in recent years thanks to the possibility of measuring displacement time histories in the absence of stationary points close to the structure, using hardware that is simple to operate and with accessible costs. Experimental studies show a unanimous consensus on the potentialities of vision-based monitoring to provide accurate results that can be equivalent to those obtained from accelerometers and displacement transducers. However, past studies mostly involved steel bridges and footbridges while very few applications can be found for concrete bridges, characterised by a stiffer response with lower displacement magnitudes and different frequency contents of their dynamic behaviour. Accordingly, the attention of this experimental study is focused on the application of a vision-based structural monitoring system to a medium-span, post-tensioned, simply supported concrete bridge, a very common typology in many road networks. The objective is to provide evidence on the quality of the results that could be obtained using vision-based monitoring, understanding the role and influence on the accuracy of the measurements of various parameters relevant to the hardware settings and target geometry, highlighting possible difficulties, and providing practical recommendations to achieve optimal results.https://www.mdpi.com/2412-3811/8/10/152bridge monitoringcomputer visiondigital image correlationexperimental analysisstructural health monitoringvibration analysis
spellingShingle Fabio Micozzi
Michele Morici
Alessandro Zona
Andrea Dall’Asta
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic
Infrastructures
bridge monitoring
computer vision
digital image correlation
experimental analysis
structural health monitoring
vibration analysis
title Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic
title_full Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic
title_fullStr Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic
title_full_unstemmed Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic
title_short Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic
title_sort vision based structural monitoring application to a medium span post tensioned concrete bridge under vehicular traffic
topic bridge monitoring
computer vision
digital image correlation
experimental analysis
structural health monitoring
vibration analysis
url https://www.mdpi.com/2412-3811/8/10/152
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AT michelemorici visionbasedstructuralmonitoringapplicationtoamediumspanposttensionedconcretebridgeundervehiculartraffic
AT alessandrozona visionbasedstructuralmonitoringapplicationtoamediumspanposttensionedconcretebridgeundervehiculartraffic
AT andreadallasta visionbasedstructuralmonitoringapplicationtoamediumspanposttensionedconcretebridgeundervehiculartraffic