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Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal

Detalhes bibliográficos
Autor(a) principal: Arêde, A.
Data de Publicação: 2013
Outros Autores: Costa, A., Costa, A. A., Ferreira, T., Gomes, A., Varum, H.
Idioma: eng
Título da fonte: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Texto Completo: http://hdl.handle.net/10773/11697
Resumo: Recent earthquakes around the world, particularly those that have recently occurred in the southern regions of Europe, have provoked extensive damages in many traditional masonry structures calling into question the preservation and the safeguard of this heritage. This fact has driven the concern of the scientific community which has been undertaking several studies focused on the seismic vulnerability assessment of this type of structures, particularly in view of their rehabilitation and seismic strengthening/retrofitting. In this context, this paper aims at presenting an in situ experimental test campaign recently carried out on an existing building abandoned after the 1998 Azores earthquake, in order to characterize the out-of-plane behavior of traditional masonry constructions. For testing purposes, an experimental test setup based on a self-equilibrated airbags system was used in the out-of-plane test of masonry piers under distinct conditions: original, retrofitted and strengthened. An overall and brief discussion is included concerning the used test setup, in order to highlight their advantages and shortcomings. The system was found to be efficient for in-situ out-of-plane testing of this type of thick (and massive) stone masonry walls, by applying distributed lateral loads which are agree better with actual inertia forces during seismic occurrence rather than top applied forces. The obtained results are presented and discussed focusing on the effectiveness of the retrofitting and/or strengthening solutions applied during the 1998 Azores reconstruction process. By comparing the results from the tested panels, such solutions were found to significantly increase the walls strength and energy dissipation capacity although not that much for the ultimate displacement.
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spelling Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, PortugalStone masonryIn-situ testsSeismic behaviourOut-of-planeStrengtheningRecent earthquakes around the world, particularly those that have recently occurred in the southern regions of Europe, have provoked extensive damages in many traditional masonry structures calling into question the preservation and the safeguard of this heritage. This fact has driven the concern of the scientific community which has been undertaking several studies focused on the seismic vulnerability assessment of this type of structures, particularly in view of their rehabilitation and seismic strengthening/retrofitting. In this context, this paper aims at presenting an in situ experimental test campaign recently carried out on an existing building abandoned after the 1998 Azores earthquake, in order to characterize the out-of-plane behavior of traditional masonry constructions. For testing purposes, an experimental test setup based on a self-equilibrated airbags system was used in the out-of-plane test of masonry piers under distinct conditions: original, retrofitted and strengthened. An overall and brief discussion is included concerning the used test setup, in order to highlight their advantages and shortcomings. The system was found to be efficient for in-situ out-of-plane testing of this type of thick (and massive) stone masonry walls, by applying distributed lateral loads which are agree better with actual inertia forces during seismic occurrence rather than top applied forces. The obtained results are presented and discussed focusing on the effectiveness of the retrofitting and/or strengthening solutions applied during the 1998 Azores reconstruction process. By comparing the results from the tested panels, such solutions were found to significantly increase the walls strength and energy dissipation capacity although not that much for the ultimate displacement.2014-01-20T11:38:15Z2013-01-01T00:00:00Z2013conference objectinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/10773/11697engArêde, A.Costa, A.Costa, A. A.Ferreira, T.Gomes, A.Varum, H.info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-06T03:49:05Zoai:ria.ua.pt:10773/11697Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T13:47:32.248625Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
title Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
spellingShingle Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
Arêde, A.
Stone masonry
In-situ tests
Seismic behaviour
Out-of-plane
Strengthening
title_short Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
title_full Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
title_fullStr Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
title_full_unstemmed Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
title_sort Experimental evaluation of the out-of-plane behaviour of traditional stone masonry buildings in Azores, Portugal
author Arêde, A.
author_facet Arêde, A.
Costa, A.
Costa, A. A.
Ferreira, T.
Gomes, A.
Varum, H.
author_role author
author2 Costa, A.
Costa, A. A.
Ferreira, T.
Gomes, A.
Varum, H.
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Arêde, A.
Costa, A.
Costa, A. A.
Ferreira, T.
Gomes, A.
Varum, H.
dc.subject.por.fl_str_mv Stone masonry
In-situ tests
Seismic behaviour
Out-of-plane
Strengthening
topic Stone masonry
In-situ tests
Seismic behaviour
Out-of-plane
Strengthening
description Recent earthquakes around the world, particularly those that have recently occurred in the southern regions of Europe, have provoked extensive damages in many traditional masonry structures calling into question the preservation and the safeguard of this heritage. This fact has driven the concern of the scientific community which has been undertaking several studies focused on the seismic vulnerability assessment of this type of structures, particularly in view of their rehabilitation and seismic strengthening/retrofitting. In this context, this paper aims at presenting an in situ experimental test campaign recently carried out on an existing building abandoned after the 1998 Azores earthquake, in order to characterize the out-of-plane behavior of traditional masonry constructions. For testing purposes, an experimental test setup based on a self-equilibrated airbags system was used in the out-of-plane test of masonry piers under distinct conditions: original, retrofitted and strengthened. An overall and brief discussion is included concerning the used test setup, in order to highlight their advantages and shortcomings. The system was found to be efficient for in-situ out-of-plane testing of this type of thick (and massive) stone masonry walls, by applying distributed lateral loads which are agree better with actual inertia forces during seismic occurrence rather than top applied forces. The obtained results are presented and discussed focusing on the effectiveness of the retrofitting and/or strengthening solutions applied during the 1998 Azores reconstruction process. By comparing the results from the tested panels, such solutions were found to significantly increase the walls strength and energy dissipation capacity although not that much for the ultimate displacement.
publishDate 2013
dc.date.none.fl_str_mv 2013-01-01T00:00:00Z
2013
2014-01-20T11:38:15Z
dc.type.driver.fl_str_mv conference object
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collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
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