Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models

Detalhes bibliográficos
Autor(a) principal: Lourenço, Paulo B.
Data de Publicação: 2007
Outros Autores: Krakowiak, Konrad J., Fernandes, Francisco Manuel Carvalho Pinto, Ramos, Luís F.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/9169
Resumo: Conservation and restoration of historical structures are still a challenge to modem practitioners even if significant research advances have occurred in the last decades. Significant advances have been made in non-destructive testing, mechanical characterization, tools for advanced numerical analysis, knowledge on traditional materials and techniques, and innovative materials and techniques. In the paper, Monastery of Jero´nimos in Lisbon, Portugal is adopted as a case study for structural safety assessment. A first discussion is held on the difficulties related to the need of adopting simplified geometries of the model. After a set of sophisticated non-linear failure analyses, a second discussion is held with respect to the consequences associated with the results obtained. Finally, additional in situ testing and monitoring are carried out in a truly iterative process of knowledge accumulation before defining any remedial measures.
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spelling Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical modelsStructural failuresFinite element analysisDamage assessmentNon-destructive inspectionFailure analysisScience & TechnologyConservation and restoration of historical structures are still a challenge to modem practitioners even if significant research advances have occurred in the last decades. Significant advances have been made in non-destructive testing, mechanical characterization, tools for advanced numerical analysis, knowledge on traditional materials and techniques, and innovative materials and techniques. In the paper, Monastery of Jero´nimos in Lisbon, Portugal is adopted as a case study for structural safety assessment. A first discussion is held on the difficulties related to the need of adopting simplified geometries of the model. After a set of sophisticated non-linear failure analyses, a second discussion is held with respect to the consequences associated with the results obtained. Finally, additional in situ testing and monitoring are carried out in a truly iterative process of knowledge accumulation before defining any remedial measures.ElsevierUniversidade do MinhoLourenço, Paulo B.Krakowiak, Konrad J.Fernandes, Francisco Manuel Carvalho PintoRamos, Luís F.20072007-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/9169eng"Engineering Failure Analysis". ISSN 1350-6307. 14:2 (2007) 280-300.1350-630710.1016/j.engfailanal.2006.02.002www.sciencedirect.cominfo: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:RCAAP2023-07-21T12:14:06Zoai:repositorium.sdum.uminho.pt:1822/9169Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:06:20.091598Repositório 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 Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
title Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
spellingShingle Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
Lourenço, Paulo B.
Structural failures
Finite element analysis
Damage assessment
Non-destructive inspection
Failure analysis
Science & Technology
title_short Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
title_full Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
title_fullStr Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
title_full_unstemmed Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
title_sort Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models
author Lourenço, Paulo B.
author_facet Lourenço, Paulo B.
Krakowiak, Konrad J.
Fernandes, Francisco Manuel Carvalho Pinto
Ramos, Luís F.
author_role author
author2 Krakowiak, Konrad J.
Fernandes, Francisco Manuel Carvalho Pinto
Ramos, Luís F.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Lourenço, Paulo B.
Krakowiak, Konrad J.
Fernandes, Francisco Manuel Carvalho Pinto
Ramos, Luís F.
dc.subject.por.fl_str_mv Structural failures
Finite element analysis
Damage assessment
Non-destructive inspection
Failure analysis
Science & Technology
topic Structural failures
Finite element analysis
Damage assessment
Non-destructive inspection
Failure analysis
Science & Technology
description Conservation and restoration of historical structures are still a challenge to modem practitioners even if significant research advances have occurred in the last decades. Significant advances have been made in non-destructive testing, mechanical characterization, tools for advanced numerical analysis, knowledge on traditional materials and techniques, and innovative materials and techniques. In the paper, Monastery of Jero´nimos in Lisbon, Portugal is adopted as a case study for structural safety assessment. A first discussion is held on the difficulties related to the need of adopting simplified geometries of the model. After a set of sophisticated non-linear failure analyses, a second discussion is held with respect to the consequences associated with the results obtained. Finally, additional in situ testing and monitoring are carried out in a truly iterative process of knowledge accumulation before defining any remedial measures.
publishDate 2007
dc.date.none.fl_str_mv 2007
2007-01-01T00:00:00Z
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 http://hdl.handle.net/1822/9169
url http://hdl.handle.net/1822/9169
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv "Engineering Failure Analysis". ISSN 1350-6307. 14:2 (2007) 280-300.
1350-6307
10.1016/j.engfailanal.2006.02.002
www.sciencedirect.com
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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