Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings

Detalhes bibliográficos
Autor(a) principal: Furtado, André
Data de Publicação: 2022
Outros Autores: Rodrigues, Hugo, Arêde, António, Vasconcelos, Graça, Risi. Maria Teresa de
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/88442
Resumo: The definition of damage states for structural and non-structural elements is necessary to support the seismic vulnerability analyses and identify the most vulnerable elements that need to be retrofitted. The studies related to masonry infill walls focused on multiple experimental studies to characterize their in-plane and/or out-of-plane (OOP) behaviour. Some codes have already proposed damage states for masonry infill walls only under in-plane loadings. Also, the study of the normalized energy dissipation and the hysteretic viscous damping when subjected to OOP loadings were not explored. It is recognized that the OOP behaviour of masonry infill walls is still nowadays a topic needing further investigations. The main objective of this work is to propose damage index for infill walls under to pure OOP seismic loadings. For that, a detailed analysis of the damage observed in masonry infill walls tested under pure OOP loadings was performed. The damage observed in masonry infill walls made with different masonry units, with and without openings, is carefully detailed. After that, a pilot damage index model is proposed for masonry infill walls made of hollow clay horizontal brick units. The third objective of this work was the assessment and discussion of their normalized energy dissipation capacity and their hysteretic viscous damping. Some analytical formulations were proposed to estimate these parameters. A database containing thirteen OOP tests performed by three different authors was used to achieve these goals.
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spelling Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadingsMasonry infill wallsOut-of-plane behaviourExperimental testingDamage stateDamage indexNormalized energy dissipationViscous dampingEngenharia e Tecnologia::Engenharia CivilScience & TechnologyCidades e comunidades sustentáveisThe definition of damage states for structural and non-structural elements is necessary to support the seismic vulnerability analyses and identify the most vulnerable elements that need to be retrofitted. The studies related to masonry infill walls focused on multiple experimental studies to characterize their in-plane and/or out-of-plane (OOP) behaviour. Some codes have already proposed damage states for masonry infill walls only under in-plane loadings. Also, the study of the normalized energy dissipation and the hysteretic viscous damping when subjected to OOP loadings were not explored. It is recognized that the OOP behaviour of masonry infill walls is still nowadays a topic needing further investigations. The main objective of this work is to propose damage index for infill walls under to pure OOP seismic loadings. For that, a detailed analysis of the damage observed in masonry infill walls tested under pure OOP loadings was performed. The damage observed in masonry infill walls made with different masonry units, with and without openings, is carefully detailed. After that, a pilot damage index model is proposed for masonry infill walls made of hollow clay horizontal brick units. The third objective of this work was the assessment and discussion of their normalized energy dissipation capacity and their hysteretic viscous damping. Some analytical formulations were proposed to estimate these parameters. A database containing thirteen OOP tests performed by three different authors was used to achieve these goals.This work was financially supported by: Base Funding - UIDB/04708/2020 and Programmatic Funding - UIDP/04708/2020 of the CONSTRUCT - Instituto de I&D em Estruturas e Construç˜oes - funded by national funds through the FCT/MCTES (PIDDAC). This work was also supported by the Foundation for Science and Technology (FCT) - Aveiro Research Centre for Risks and Sustainability in Construction (RISCO), Universidade de Aveiro, Portugal [FCT/UIDB/ECI/04450/2020]. The authors would also like to express a special acknowledgement to the reviewers for their valuable suggestions that increased the manuscript quality.ElsevierUniversidade do MinhoFurtado, AndréRodrigues, HugoArêde, AntónioVasconcelos, GraçaRisi. Maria Teresa de20222022-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/88442eng2352-710210.1016/j.jobe.2022.104196104196https://www.sciencedirect.com/science/article/pii/S2352710222002091?via%3Dihubinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-02-03T01:20:43Zoai:repositorium.sdum.uminho.pt:1822/88442Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:07:30.897114Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
title Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
spellingShingle Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
Furtado, André
Masonry infill walls
Out-of-plane behaviour
Experimental testing
Damage state
Damage index
Normalized energy dissipation
Viscous damping
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Cidades e comunidades sustentáveis
title_short Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
title_full Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
title_fullStr Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
title_full_unstemmed Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
title_sort Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
author Furtado, André
author_facet Furtado, André
Rodrigues, Hugo
Arêde, António
Vasconcelos, Graça
Risi. Maria Teresa de
author_role author
author2 Rodrigues, Hugo
Arêde, António
Vasconcelos, Graça
Risi. Maria Teresa de
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Furtado, André
Rodrigues, Hugo
Arêde, António
Vasconcelos, Graça
Risi. Maria Teresa de
dc.subject.por.fl_str_mv Masonry infill walls
Out-of-plane behaviour
Experimental testing
Damage state
Damage index
Normalized energy dissipation
Viscous damping
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Cidades e comunidades sustentáveis
topic Masonry infill walls
Out-of-plane behaviour
Experimental testing
Damage state
Damage index
Normalized energy dissipation
Viscous damping
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Cidades e comunidades sustentáveis
description The definition of damage states for structural and non-structural elements is necessary to support the seismic vulnerability analyses and identify the most vulnerable elements that need to be retrofitted. The studies related to masonry infill walls focused on multiple experimental studies to characterize their in-plane and/or out-of-plane (OOP) behaviour. Some codes have already proposed damage states for masonry infill walls only under in-plane loadings. Also, the study of the normalized energy dissipation and the hysteretic viscous damping when subjected to OOP loadings were not explored. It is recognized that the OOP behaviour of masonry infill walls is still nowadays a topic needing further investigations. The main objective of this work is to propose damage index for infill walls under to pure OOP seismic loadings. For that, a detailed analysis of the damage observed in masonry infill walls tested under pure OOP loadings was performed. The damage observed in masonry infill walls made with different masonry units, with and without openings, is carefully detailed. After that, a pilot damage index model is proposed for masonry infill walls made of hollow clay horizontal brick units. The third objective of this work was the assessment and discussion of their normalized energy dissipation capacity and their hysteretic viscous damping. Some analytical formulations were proposed to estimate these parameters. A database containing thirteen OOP tests performed by three different authors was used to achieve these goals.
publishDate 2022
dc.date.none.fl_str_mv 2022
2022-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/88442
url https://hdl.handle.net/1822/88442
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 2352-7102
10.1016/j.jobe.2022.104196
104196
https://www.sciencedirect.com/science/article/pii/S2352710222002091?via%3Dihub
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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