Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem

Detalhes bibliográficos
Autor(a) principal: Roque, João
Data de Publicação: 2019
Outros Autores: Oliveira, Daniel V., Ferreira, Tiago Miguel, Lourenço, Paulo B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/67959
Resumo: Despite the remarkable longevity of heritage constructions, they typically present several structural fragilities inherent to their own material and constructive features. This fact is particularly relevant when seismic loads are concerned, because a very significant portion of such constructions lack adequate seismic resistance and require retrofitting interventions in order to mitigate their vulnerability. However, to guarantee the success of the interventions, the interventions should be carefully selected based on a full understanding of the dynamic response of the building and, particularly, its most vulnerable structural elements. Due to many reasons, the issues associated with this kind of analysis are still difficult to address; therefore, research on this subject should be encouraged. Taking this into account, the church of Santa Maria de Belem, one of the most emblematic buildings of the monastery of Jeronimos complex in Lisbon, is used in this work as a case study to discuss the nonlinear dynamic response of cultural heritage buildings. The nonlinear dynamic behavior of the church was numerically simulated with a three-dimensional (3D) model using artificially generated seismic acceleration time histories, in agreement with seismic hazard scenarios for return periods of 475, 975, and 5,000 years. The dynamic response of the church is discussed and a comparison against results derived from a pushover analysis is also presented. Finally, a modal analysis is presented, estimating the damage level that would be present in the church after the occurrence of such seismic scenarios.
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spelling Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de BélemEngenharia e Tecnologia::Engenharia CivilScience & TechnologyDespite the remarkable longevity of heritage constructions, they typically present several structural fragilities inherent to their own material and constructive features. This fact is particularly relevant when seismic loads are concerned, because a very significant portion of such constructions lack adequate seismic resistance and require retrofitting interventions in order to mitigate their vulnerability. However, to guarantee the success of the interventions, the interventions should be carefully selected based on a full understanding of the dynamic response of the building and, particularly, its most vulnerable structural elements. Due to many reasons, the issues associated with this kind of analysis are still difficult to address; therefore, research on this subject should be encouraged. Taking this into account, the church of Santa Maria de Belem, one of the most emblematic buildings of the monastery of Jeronimos complex in Lisbon, is used in this work as a case study to discuss the nonlinear dynamic response of cultural heritage buildings. The nonlinear dynamic behavior of the church was numerically simulated with a three-dimensional (3D) model using artificially generated seismic acceleration time histories, in agreement with seismic hazard scenarios for return periods of 475, 975, and 5,000 years. The dynamic response of the church is discussed and a comparison against results derived from a pushover analysis is also presented. Finally, a modal analysis is presented, estimating the damage level that would be present in the church after the occurrence of such seismic scenarios.This work was partly financed by European Regional Development Fund (ERDF) funds through the Operational Programme Competitiveness Factors (COMPETE) and by national funds through the Foundation for Science and Technology (FCT) within the scope of project POCI-01-0145-FEDER-007633. The authors are also grateful to three anonymous reviewers whose comments significantly improved the clarity of the paper.American Society of Civil Engineers (ASCE)Universidade do MinhoRoque, JoãoOliveira, Daniel V.Ferreira, Tiago MiguelLourenço, Paulo B.2019-122019-12-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/67959engRoque, J., Oliveira, D. V., Ferreira, T. M., & Lourenço, P. B. (2019). Nonlinear dynamic analysis for safety assessment of heritage buildings: church of Santa Maria de Belém. Journal of Structural Engineering, 145(12)0733-944510.1061/(ASCE)ST.1943-541X.0002437https://ascelibrary.org/doi/abs/10.1061/(ASCE)ST.1943-541X.0002437info: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:RCAAP2023-07-21T12:29:56Zoai:repositorium.sdum.uminho.pt:1822/67959Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:25:01.944294Repositório 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 Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
title Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
spellingShingle Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
Roque, João
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
title_short Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
title_full Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
title_fullStr Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
title_full_unstemmed Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
title_sort Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
author Roque, João
author_facet Roque, João
Oliveira, Daniel V.
Ferreira, Tiago Miguel
Lourenço, Paulo B.
author_role author
author2 Oliveira, Daniel V.
Ferreira, Tiago Miguel
Lourenço, Paulo B.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Roque, João
Oliveira, Daniel V.
Ferreira, Tiago Miguel
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Engenharia e Tecnologia::Engenharia Civil
Science & Technology
topic Engenharia e Tecnologia::Engenharia Civil
Science & Technology
description Despite the remarkable longevity of heritage constructions, they typically present several structural fragilities inherent to their own material and constructive features. This fact is particularly relevant when seismic loads are concerned, because a very significant portion of such constructions lack adequate seismic resistance and require retrofitting interventions in order to mitigate their vulnerability. However, to guarantee the success of the interventions, the interventions should be carefully selected based on a full understanding of the dynamic response of the building and, particularly, its most vulnerable structural elements. Due to many reasons, the issues associated with this kind of analysis are still difficult to address; therefore, research on this subject should be encouraged. Taking this into account, the church of Santa Maria de Belem, one of the most emblematic buildings of the monastery of Jeronimos complex in Lisbon, is used in this work as a case study to discuss the nonlinear dynamic response of cultural heritage buildings. The nonlinear dynamic behavior of the church was numerically simulated with a three-dimensional (3D) model using artificially generated seismic acceleration time histories, in agreement with seismic hazard scenarios for return periods of 475, 975, and 5,000 years. The dynamic response of the church is discussed and a comparison against results derived from a pushover analysis is also presented. Finally, a modal analysis is presented, estimating the damage level that would be present in the church after the occurrence of such seismic scenarios.
publishDate 2019
dc.date.none.fl_str_mv 2019-12
2019-12-01T00:00:00Z
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 http://hdl.handle.net/1822/67959
url http://hdl.handle.net/1822/67959
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Roque, J., Oliveira, D. V., Ferreira, T. M., & Lourenço, P. B. (2019). Nonlinear dynamic analysis for safety assessment of heritage buildings: church of Santa Maria de Belém. Journal of Structural Engineering, 145(12)
0733-9445
10.1061/(ASCE)ST.1943-541X.0002437
https://ascelibrary.org/doi/abs/10.1061/(ASCE)ST.1943-541X.0002437
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 American Society of Civil Engineers (ASCE)
publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
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
repository.mail.fl_str_mv
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