Methodologies for assessing the structural integrity of historic masonry domes and vaults

Detalhes bibliográficos
Autor(a) principal: Cintra, Danielli Cristina Borelli
Data de Publicação: 2024
Outros Autores: Roehl, Deane de Mesquita, Filho, Emil de Souza Sánchez, Lourenço, Paulo B., Mendes, N.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/89158
Resumo: Modern non-destructive investigation techniques and computational tools for nonlinear analysis allow understanding the structural behavior and damage of existing buildings, aiming at the least possible extent of intervention. Careful and minimal intervention is essential to preserve the authenticity of the built cultural heritage. An investigation with a historical, experimental, and numerical approach was carried out in the Theatro Municipal do Rio de Janeiro, in Brazil, a building with an eclectic architecture from the beginning of the twentieth century. Its masonry domes and vault have paintings by renowned artists on their intrados and were strengthened in the 1970s. The adopted methodology was based on anamnesis, characterization and observation of the structure employing non-destructive tests, and on the assessment of its vulnerability by nonlinear analyses of calibrated numerical models. Several hypotheses of differential settlement under gravitational actions were investigated, seeking to reproduce the cracking pattern and to identify the causes of damage to the masonry domes and vault before the strengthening. The nonlinear analysis of the structure allowed to evaluate the causes of the observed damage, assess the level of safety, identify the most vulnerable parts, and characterize the collapse mechanisms, in addition to demonstrating the efficiency of the intervention measures adopted in the past.
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spelling Methodologies for assessing the structural integrity of historic masonry domes and vaultsMetodologias para avaliação da integridade estrutural de cúpulas e abóbadas históricas em alvenariaNon-destructive testingNon-linear analysisMasonry dome and vaultDifferential settlementTheatro Municipal do Rio de JaneiroEnsaio não destrutivoAnálise não linearCúpula e abóbada em alvenariaRecalque diferencialModern non-destructive investigation techniques and computational tools for nonlinear analysis allow understanding the structural behavior and damage of existing buildings, aiming at the least possible extent of intervention. Careful and minimal intervention is essential to preserve the authenticity of the built cultural heritage. An investigation with a historical, experimental, and numerical approach was carried out in the Theatro Municipal do Rio de Janeiro, in Brazil, a building with an eclectic architecture from the beginning of the twentieth century. Its masonry domes and vault have paintings by renowned artists on their intrados and were strengthened in the 1970s. The adopted methodology was based on anamnesis, characterization and observation of the structure employing non-destructive tests, and on the assessment of its vulnerability by nonlinear analyses of calibrated numerical models. Several hypotheses of differential settlement under gravitational actions were investigated, seeking to reproduce the cracking pattern and to identify the causes of damage to the masonry domes and vault before the strengthening. The nonlinear analysis of the structure allowed to evaluate the causes of the observed damage, assess the level of safety, identify the most vulnerable parts, and characterize the collapse mechanisms, in addition to demonstrating the efficiency of the intervention measures adopted in the past.Técnicas modernas de investigação não destrutiva e ferramentas computacionais para análise não linear permitem compreender o comportamento estrutural e danos em edifícios existentes, visando a menor intervenção possível. A intervenção cuidadosa e mínima é essencial para preservar a autenticidade do patrimônio cultural construído. Uma investigação de abordagem histórica, experimental e numérica foi realizada no Theatro Municipal do Rio de Janeiro, no Brasil, edifício de arquitetura eclética do início do século XX. Suas cúpulas e abóbada em alvenaria possuem pinturas de renomados artistas no intradorso e foram reforçadas na década de 1970. A metodologia adotada baseou-se na anamnese, caracterização e observação da estrutura por meio de ensaios não destrutivos e na avaliação de sua vulnerabilidade por análises não lineares de modelos numéricos calibrados. Diversas hipóteses de recalque diferencial sob ações gravitacionais foram investigadas, buscando reproduzir o padrão de fissuração e identificar as causas dos danos nas alvenarias antes do reforço. A análise não linear da estrutura permitiu avaliar as causas dos danos observados, estimar o nível de segurança, identificar as partes mais vulneráveis e caracterizar os mecanismos de colapso, além de demonstrar a eficácia das medidas de intervenção adotadas no passado.This research was supported by Coordenação de Aperfeiçoamento de Pessoal de Nível Superior – Brasil (CAPES) – Finance Code 001 and Faperj, grant number E-26/201.812/2017.Instituto Brasileiro do Concreto (IBRACON)Universidade do MinhoCintra, Danielli Cristina BorelliRoehl, Deane de MesquitaFilho, Emil de Souza SánchezLourenço, Paulo B.Mendes, N.2024-012024-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/89158eng1983-419510.1590/S1983-41952024000400006e17406https://www.scielo.br/j/riem/a/Z7HqD7jRJLPttD7zPQKfNSf/?lang=eninfo: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:RCAAP2024-03-02T01:19:23Zoai:repositorium.sdum.uminho.pt:1822/89158Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T03:11:44.264623Repositório 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 Methodologies for assessing the structural integrity of historic masonry domes and vaults
Metodologias para avaliação da integridade estrutural de cúpulas e abóbadas históricas em alvenaria
title Methodologies for assessing the structural integrity of historic masonry domes and vaults
spellingShingle Methodologies for assessing the structural integrity of historic masonry domes and vaults
Cintra, Danielli Cristina Borelli
Non-destructive testing
Non-linear analysis
Masonry dome and vault
Differential settlement
Theatro Municipal do Rio de Janeiro
Ensaio não destrutivo
Análise não linear
Cúpula e abóbada em alvenaria
Recalque diferencial
title_short Methodologies for assessing the structural integrity of historic masonry domes and vaults
title_full Methodologies for assessing the structural integrity of historic masonry domes and vaults
title_fullStr Methodologies for assessing the structural integrity of historic masonry domes and vaults
title_full_unstemmed Methodologies for assessing the structural integrity of historic masonry domes and vaults
title_sort Methodologies for assessing the structural integrity of historic masonry domes and vaults
author Cintra, Danielli Cristina Borelli
author_facet Cintra, Danielli Cristina Borelli
Roehl, Deane de Mesquita
Filho, Emil de Souza Sánchez
Lourenço, Paulo B.
Mendes, N.
author_role author
author2 Roehl, Deane de Mesquita
Filho, Emil de Souza Sánchez
Lourenço, Paulo B.
Mendes, N.
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Cintra, Danielli Cristina Borelli
Roehl, Deane de Mesquita
Filho, Emil de Souza Sánchez
Lourenço, Paulo B.
Mendes, N.
dc.subject.por.fl_str_mv Non-destructive testing
Non-linear analysis
Masonry dome and vault
Differential settlement
Theatro Municipal do Rio de Janeiro
Ensaio não destrutivo
Análise não linear
Cúpula e abóbada em alvenaria
Recalque diferencial
topic Non-destructive testing
Non-linear analysis
Masonry dome and vault
Differential settlement
Theatro Municipal do Rio de Janeiro
Ensaio não destrutivo
Análise não linear
Cúpula e abóbada em alvenaria
Recalque diferencial
description Modern non-destructive investigation techniques and computational tools for nonlinear analysis allow understanding the structural behavior and damage of existing buildings, aiming at the least possible extent of intervention. Careful and minimal intervention is essential to preserve the authenticity of the built cultural heritage. An investigation with a historical, experimental, and numerical approach was carried out in the Theatro Municipal do Rio de Janeiro, in Brazil, a building with an eclectic architecture from the beginning of the twentieth century. Its masonry domes and vault have paintings by renowned artists on their intrados and were strengthened in the 1970s. The adopted methodology was based on anamnesis, characterization and observation of the structure employing non-destructive tests, and on the assessment of its vulnerability by nonlinear analyses of calibrated numerical models. Several hypotheses of differential settlement under gravitational actions were investigated, seeking to reproduce the cracking pattern and to identify the causes of damage to the masonry domes and vault before the strengthening. The nonlinear analysis of the structure allowed to evaluate the causes of the observed damage, assess the level of safety, identify the most vulnerable parts, and characterize the collapse mechanisms, in addition to demonstrating the efficiency of the intervention measures adopted in the past.
publishDate 2024
dc.date.none.fl_str_mv 2024-01
2024-01-01T00:00:00Z
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/1822/89158
url https://hdl.handle.net/1822/89158
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1983-4195
10.1590/S1983-41952024000400006
e17406
https://www.scielo.br/j/riem/a/Z7HqD7jRJLPttD7zPQKfNSf/?lang=en
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 Instituto Brasileiro do Concreto (IBRACON)
publisher.none.fl_str_mv Instituto Brasileiro do Concreto (IBRACON)
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
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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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