Methodologies for assessing the structural integrity of historic masonry domes and vaults
Autor(a) principal: | |
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Data de Publicação: | 2024 |
Outros Autores: | , , , |
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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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:RCAAP2024-05-11T05:14:51Zoai:repositorium.sdum.uminho.pt:1822/89158Portal AgregadorONGhttps://www.rcaap.pt/oai/openairemluisa.alvim@gmail.comopendoar:71602024-05-11T05:14:51Repositório 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 |
instacron_str |
RCAAP |
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RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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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 |
mluisa.alvim@gmail.com |
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1817544560693215232 |