Nonlinear dynamic analysis for safety assessment of heritage buildings: Church of Santa Maria de Bélem
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , |
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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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 |
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1799132732512534528 |