Seismic Retrofitting Resilience-Based for Strategic RC Buildings

The resilience of communities is given by the ideal convolution of the resilience of all their single parts. Strategic buildings require high levels of performance during and after a seismic sequence. Consequently, the seismic retrofitting of old strategic buildings is a central issue in prevention...

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Main Authors: Marco Vona, Amedeo Flora, Emiliano Carlucci, Enrico Foscolo
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/11/3/111
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spelling doaj-278dd2347055404aab37d93bc060ada82021-03-12T00:00:15ZengMDPI AGBuildings2075-53092021-03-011111111110.3390/buildings11030111Seismic Retrofitting Resilience-Based for Strategic RC BuildingsMarco Vona0Amedeo Flora1Emiliano Carlucci2Enrico Foscolo3School of Engineering, University of Basilicata, 85 100 Potenza, ItalySchool of Engineering, University of Basilicata, 85 100 Potenza, ItalySchool of Engineering, University of Basilicata, 85 100 Potenza, ItalySchool of Engineering, University of Basilicata, 85 100 Potenza, ItalyThe resilience of communities is given by the ideal convolution of the resilience of all their single parts. Strategic buildings require high levels of performance during and after a seismic sequence. Consequently, the seismic retrofitting of old strategic buildings is a central issue in prevention and mitigation strategies. The core of the study is a resilience approach to the seismic retrofitting of existing strategic buildings. Different performance levels are considered and four different retrofitting techniques are compared according to their fragility, and their post-earthquake cost and time recovery analyses. Lastly, the retrofitting techniques are compared based on the considered resilience index, which in turn is related to the estimated reduction of the seismic losses owing to the different retrofitting techniques, but especially to the effectiveness of the intervention based on the relevant cost and recovery times. In other words, these aspects take into account the key role of a building’s characteristics, and its public and strategic role during and after an earthquake. The intervention is selected not only (as is currently done) to reduce its construction times and costs, but to limit the service interruption after earthquakes. The results of this study could be operatively used as support tools in the seismic retrofitting of strategic buildings, either individually or on a large territorial scale.https://www.mdpi.com/2075-5309/11/3/111seismic risk mitigationstrategic buildingseismic lossesresilient quantitative approachresilience index
collection DOAJ
language English
format Article
sources DOAJ
author Marco Vona
Amedeo Flora
Emiliano Carlucci
Enrico Foscolo
spellingShingle Marco Vona
Amedeo Flora
Emiliano Carlucci
Enrico Foscolo
Seismic Retrofitting Resilience-Based for Strategic RC Buildings
Buildings
seismic risk mitigation
strategic building
seismic losses
resilient quantitative approach
resilience index
author_facet Marco Vona
Amedeo Flora
Emiliano Carlucci
Enrico Foscolo
author_sort Marco Vona
title Seismic Retrofitting Resilience-Based for Strategic RC Buildings
title_short Seismic Retrofitting Resilience-Based for Strategic RC Buildings
title_full Seismic Retrofitting Resilience-Based for Strategic RC Buildings
title_fullStr Seismic Retrofitting Resilience-Based for Strategic RC Buildings
title_full_unstemmed Seismic Retrofitting Resilience-Based for Strategic RC Buildings
title_sort seismic retrofitting resilience-based for strategic rc buildings
publisher MDPI AG
series Buildings
issn 2075-5309
publishDate 2021-03-01
description The resilience of communities is given by the ideal convolution of the resilience of all their single parts. Strategic buildings require high levels of performance during and after a seismic sequence. Consequently, the seismic retrofitting of old strategic buildings is a central issue in prevention and mitigation strategies. The core of the study is a resilience approach to the seismic retrofitting of existing strategic buildings. Different performance levels are considered and four different retrofitting techniques are compared according to their fragility, and their post-earthquake cost and time recovery analyses. Lastly, the retrofitting techniques are compared based on the considered resilience index, which in turn is related to the estimated reduction of the seismic losses owing to the different retrofitting techniques, but especially to the effectiveness of the intervention based on the relevant cost and recovery times. In other words, these aspects take into account the key role of a building’s characteristics, and its public and strategic role during and after an earthquake. The intervention is selected not only (as is currently done) to reduce its construction times and costs, but to limit the service interruption after earthquakes. The results of this study could be operatively used as support tools in the seismic retrofitting of strategic buildings, either individually or on a large territorial scale.
topic seismic risk mitigation
strategic building
seismic losses
resilient quantitative approach
resilience index
url https://www.mdpi.com/2075-5309/11/3/111
work_keys_str_mv AT marcovona seismicretrofittingresiliencebasedforstrategicrcbuildings
AT amedeoflora seismicretrofittingresiliencebasedforstrategicrcbuildings
AT emilianocarlucci seismicretrofittingresiliencebasedforstrategicrcbuildings
AT enricofoscolo seismicretrofittingresiliencebasedforstrategicrcbuildings
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