Seismic analysis of the Serra do Pilar Monastery Church

Detalhes bibliográficos
Autor(a) principal: Celeste Almeida
Data de Publicação: 2002
Outros Autores: António Arêde, Aníbal Costa
Tipo de documento: Livro
Idioma: por
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/67446
Resumo: This paper presents part of the work developed for the seismic behaviour study of an ancient structure, over 400 years old. The church structure was numerically modelled via the finite element method, using a three dimensional model with parameters calibrated by experimental testing. In situ and laboratory tests on extracted samples were performed, and the structural stiffness was calibrated by dynamic tests for modal identification. The seismic analysis was performed in two calculation phases, using artificially generated accelerograms representative of the local seismicity. Results of complete linear elastic dynamic calculations allowed the analysis of the global behaviour and provided the input for more detailed local analyses of structural parts where the non-linear behaviour was considered. The seismic performance and vulnerability of the structure is addressed and discussed.
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spelling Seismic analysis of the Serra do Pilar Monastery ChurchEngenharia estrutural, Engenharia civilStructural engineering, Civil engineeringThis paper presents part of the work developed for the seismic behaviour study of an ancient structure, over 400 years old. The church structure was numerically modelled via the finite element method, using a three dimensional model with parameters calibrated by experimental testing. In situ and laboratory tests on extracted samples were performed, and the structural stiffness was calibrated by dynamic tests for modal identification. The seismic analysis was performed in two calculation phases, using artificially generated accelerograms representative of the local seismicity. Results of complete linear elastic dynamic calculations allowed the analysis of the global behaviour and provided the input for more detailed local analyses of structural parts where the non-linear behaviour was considered. The seismic performance and vulnerability of the structure is addressed and discussed.20022002-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/67446porCeleste AlmeidaAntónio ArêdeAníbal Costainfo: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:RCAAP2023-11-29T14:07:08Zoai:repositorio-aberto.up.pt:10216/67446Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T23:55:17.023315Repositório 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 Seismic analysis of the Serra do Pilar Monastery Church
title Seismic analysis of the Serra do Pilar Monastery Church
spellingShingle Seismic analysis of the Serra do Pilar Monastery Church
Celeste Almeida
Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
title_short Seismic analysis of the Serra do Pilar Monastery Church
title_full Seismic analysis of the Serra do Pilar Monastery Church
title_fullStr Seismic analysis of the Serra do Pilar Monastery Church
title_full_unstemmed Seismic analysis of the Serra do Pilar Monastery Church
title_sort Seismic analysis of the Serra do Pilar Monastery Church
author Celeste Almeida
author_facet Celeste Almeida
António Arêde
Aníbal Costa
author_role author
author2 António Arêde
Aníbal Costa
author2_role author
author
dc.contributor.author.fl_str_mv Celeste Almeida
António Arêde
Aníbal Costa
dc.subject.por.fl_str_mv Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
topic Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
description This paper presents part of the work developed for the seismic behaviour study of an ancient structure, over 400 years old. The church structure was numerically modelled via the finite element method, using a three dimensional model with parameters calibrated by experimental testing. In situ and laboratory tests on extracted samples were performed, and the structural stiffness was calibrated by dynamic tests for modal identification. The seismic analysis was performed in two calculation phases, using artificially generated accelerograms representative of the local seismicity. Results of complete linear elastic dynamic calculations allowed the analysis of the global behaviour and provided the input for more detailed local analyses of structural parts where the non-linear behaviour was considered. The seismic performance and vulnerability of the structure is addressed and discussed.
publishDate 2002
dc.date.none.fl_str_mv 2002
2002-01-01T00:00:00Z
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dc.identifier.uri.fl_str_mv https://hdl.handle.net/10216/67446
url https://hdl.handle.net/10216/67446
dc.language.iso.fl_str_mv por
language por
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