RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges

Existing reinforced concrete (RC) bridges that were designed in the decades between 1950 and 1990 exhibit inadequate structural safety with reference to both traffic loads and hazard conditions. Competent authorities are planning extensive inspections to collect data about these structures and to ad...

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Bibliographic Details
Main Authors: Andrea Nettis, Mirko Saponaro, Massimo Nanna
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Buildings
Subjects:
BIM
Online Access:https://www.mdpi.com/2075-5309/10/9/150
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spelling doaj-c76f52b4a4644db7b09a9b7abcf43f072020-11-25T03:41:17ZengMDPI AGBuildings2075-53092020-08-011015015010.3390/buildings10090150RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-BridgesAndrea Nettis0Mirko Saponaro1Massimo Nanna2Department of Civil, Environmental, Land, Construction and Chemistry (DICATECh), Politecnico di Bari, 70125 Bari, ItalyDepartment of Civil, Environmental, Land, Construction and Chemistry (DICATECh), Politecnico di Bari, 70125 Bari, ItalyDepartment of Civil, Environmental, Land, Construction and Chemistry (DICATECh), Politecnico di Bari, 70125 Bari, ItalyExisting reinforced concrete (RC) bridges that were designed in the decades between 1950 and 1990 exhibit inadequate structural safety with reference to both traffic loads and hazard conditions. Competent authorities are planning extensive inspections to collect data about these structures and to address retrofit interventions. In this context, Remotely Piloted Aircraft Systems (RPASs) represent a prospect to facilitate in-situ inspections, reducing time, cost and risk for the operators. A practice-oriented methodology to perform RPAS-based surveys is described. After that, a workflow to perform an in-situ RPAS inspection oriented to a photogrammetric data extraction is discussed. With the aim to connect the advantages of the RPAS technologies to the seismic risk assessment of bridges, a simplified mechanic-based procedure is described, oriented to map the structural risk in road networks and support prioritization strategies. A six-span RC bridge of the Basilicata road network, representing a typical Italian bridge typology is selected to practically describe the operating steps of the RPAS inspection and of the simplified seismic risk assessment approach.https://www.mdpi.com/2075-5309/10/9/150RPAS inspectionphotogrammetryBIMexisting bridgesseismic riskstructural safety
collection DOAJ
language English
format Article
sources DOAJ
author Andrea Nettis
Mirko Saponaro
Massimo Nanna
spellingShingle Andrea Nettis
Mirko Saponaro
Massimo Nanna
RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges
Buildings
RPAS inspection
photogrammetry
BIM
existing bridges
seismic risk
structural safety
author_facet Andrea Nettis
Mirko Saponaro
Massimo Nanna
author_sort Andrea Nettis
title RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges
title_short RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges
title_full RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges
title_fullStr RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges
title_full_unstemmed RPAS-Based Framework for Simplified Seismic Risk Assessment of Italian RC-Bridges
title_sort rpas-based framework for simplified seismic risk assessment of italian rc-bridges
publisher MDPI AG
series Buildings
issn 2075-5309
publishDate 2020-08-01
description Existing reinforced concrete (RC) bridges that were designed in the decades between 1950 and 1990 exhibit inadequate structural safety with reference to both traffic loads and hazard conditions. Competent authorities are planning extensive inspections to collect data about these structures and to address retrofit interventions. In this context, Remotely Piloted Aircraft Systems (RPASs) represent a prospect to facilitate in-situ inspections, reducing time, cost and risk for the operators. A practice-oriented methodology to perform RPAS-based surveys is described. After that, a workflow to perform an in-situ RPAS inspection oriented to a photogrammetric data extraction is discussed. With the aim to connect the advantages of the RPAS technologies to the seismic risk assessment of bridges, a simplified mechanic-based procedure is described, oriented to map the structural risk in road networks and support prioritization strategies. A six-span RC bridge of the Basilicata road network, representing a typical Italian bridge typology is selected to practically describe the operating steps of the RPAS inspection and of the simplified seismic risk assessment approach.
topic RPAS inspection
photogrammetry
BIM
existing bridges
seismic risk
structural safety
url https://www.mdpi.com/2075-5309/10/9/150
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