Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano

Following the 2016 central Italy earthquakes, the high seismic vulnerability of existing buildings is once again at the center of the debate. Indeed, the majority of the Italian building stock (around 60%) was built before adopting the first seismic provisions (1974) and in a territory entirely char...

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Main Authors: Amedeo Caprino, Filippo Lorenzoni, Laura Carnieletto, Leonardo Feletto, Michele De Carli, Francesca da Porto
Format: Article
Language:English
Published: MDPI AG 2021-08-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/13/17/9592
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spelling doaj-e87243b6e8824e859680ca1f0725bc052021-09-09T13:57:37ZengMDPI AGSustainability2071-10502021-08-01139592959210.3390/su13179592Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in FabrianoAmedeo Caprino0Filippo Lorenzoni1Laura Carnieletto2Leonardo Feletto3Michele De Carli4Francesca da Porto5Department of Geosciences, University of Padova, 35131 Padova, ItalyDepartment of Geosciences, University of Padova, 35131 Padova, ItalyDepartment of Industrial Engineering, University of Padova, 35131 Padova, ItalyDepartment of Industrial Engineering, University of Padova, 35131 Padova, ItalyDepartment of Industrial Engineering, University of Padova, 35131 Padova, ItalyDepartment of Geosciences, University of Padova, 35131 Padova, ItalyFollowing the 2016 central Italy earthquakes, the high seismic vulnerability of existing buildings is once again at the center of the debate. Indeed, the majority of the Italian building stock (around 60%) was built before adopting the first seismic provisions (1974) and in a territory entirely characterized by medium to high levels of seismic hazard. On the other hand, the first provisions addressing thermal performance criteria were introduced in 1976 but with limited impact. A consistent reduction in energy consumption was further achieved in 1991, when even more buildings were erected. As a consequence, the Italian building stock is characterized by reduced seismic capacity and poor energy efficiency and, to optimize the available resources, combined retrofit interventions approaches are required. In this context, a synergic strategy for the seismic and energy retrofit of a unreinforced masonry (URM) building was proposed. The former Courthouse in Fabriano (Ancona, Marche), a strategic, three-story, unreinforced masonry building in the network of permanent monitoring systems of the Italian Department of Civil Protection, was selected as a case study. The overall effectiveness of various solutions of combined structural refurbishment and energy retrofit interventions, having different levels of invasiveness on the building, was assessed. In addition, a common methodology based on the expected annual losses allowed evaluating the financial feasibility of the proposed integrated interventions and estimating the changes in the return of the retrofitting investment in various seismic and climate zones. The results also show how the payback period could be significantly reduced by incentives and regulatory frameworks that currently favour the execution of integrated interventions.https://www.mdpi.com/2071-1050/13/17/9592seismic retrofitenergy retrofitmasonry buildingsintegrated interventionsnon-linear analyses
collection DOAJ
language English
format Article
sources DOAJ
author Amedeo Caprino
Filippo Lorenzoni
Laura Carnieletto
Leonardo Feletto
Michele De Carli
Francesca da Porto
spellingShingle Amedeo Caprino
Filippo Lorenzoni
Laura Carnieletto
Leonardo Feletto
Michele De Carli
Francesca da Porto
Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano
Sustainability
seismic retrofit
energy retrofit
masonry buildings
integrated interventions
non-linear analyses
author_facet Amedeo Caprino
Filippo Lorenzoni
Laura Carnieletto
Leonardo Feletto
Michele De Carli
Francesca da Porto
author_sort Amedeo Caprino
title Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano
title_short Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano
title_full Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano
title_fullStr Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano
title_full_unstemmed Integrated Seismic and Energy Retrofit Interventions on a URM Masonry Building: The Case Study of the Former Courthouse in Fabriano
title_sort integrated seismic and energy retrofit interventions on a urm masonry building: the case study of the former courthouse in fabriano
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2021-08-01
description Following the 2016 central Italy earthquakes, the high seismic vulnerability of existing buildings is once again at the center of the debate. Indeed, the majority of the Italian building stock (around 60%) was built before adopting the first seismic provisions (1974) and in a territory entirely characterized by medium to high levels of seismic hazard. On the other hand, the first provisions addressing thermal performance criteria were introduced in 1976 but with limited impact. A consistent reduction in energy consumption was further achieved in 1991, when even more buildings were erected. As a consequence, the Italian building stock is characterized by reduced seismic capacity and poor energy efficiency and, to optimize the available resources, combined retrofit interventions approaches are required. In this context, a synergic strategy for the seismic and energy retrofit of a unreinforced masonry (URM) building was proposed. The former Courthouse in Fabriano (Ancona, Marche), a strategic, three-story, unreinforced masonry building in the network of permanent monitoring systems of the Italian Department of Civil Protection, was selected as a case study. The overall effectiveness of various solutions of combined structural refurbishment and energy retrofit interventions, having different levels of invasiveness on the building, was assessed. In addition, a common methodology based on the expected annual losses allowed evaluating the financial feasibility of the proposed integrated interventions and estimating the changes in the return of the retrofitting investment in various seismic and climate zones. The results also show how the payback period could be significantly reduced by incentives and regulatory frameworks that currently favour the execution of integrated interventions.
topic seismic retrofit
energy retrofit
masonry buildings
integrated interventions
non-linear analyses
url https://www.mdpi.com/2071-1050/13/17/9592
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