Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church

Detalhes bibliográficos
Autor(a) principal: António Arêde
Data de Publicação: 2002
Outros Autores: Celeste Almeida, Aníbal Costa, Jorge Rodrigues, Alfredo C. Costa
Tipo de documento: Livro
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/67480
Resumo: This paper presents part of the work developed for the seismic behavior study of an ancient structure, over 400 years old. The church structure was numerically modeled 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 dynamic tests were carried out for modal identification and structural stiffness calibration. The seismic analysis was performed in two calculation phases, under the action of artificially generated accelerograms representative of the local seismicity. Results of linear elastic dynamic calculations allowed the global behavior to be analyzed and provided the input for more detailed local analyses of structural parts where the non-linear behavior was considered. Finally, the seismic vulnerability of the structure is briefly addressed and discussed.
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spelling Dynamic identification and seismic analysis of the "Serra do Pilar" monastery churchEngenharia estrutural, Engenharia mecânicaStructural engineering, Mechanical engineeringThis paper presents part of the work developed for the seismic behavior study of an ancient structure, over 400 years old. The church structure was numerically modeled 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 dynamic tests were carried out for modal identification and structural stiffness calibration. The seismic analysis was performed in two calculation phases, under the action of artificially generated accelerograms representative of the local seismicity. Results of linear elastic dynamic calculations allowed the global behavior to be analyzed and provided the input for more detailed local analyses of structural parts where the non-linear behavior was considered. Finally, the seismic vulnerability of the structure is briefly addressed and discussed.20022002-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/67480engAntónio ArêdeCeleste AlmeidaAníbal CostaJorge RodriguesAlfredo C. 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:RCAAP2023-11-29T14:53:14Zoai:repositorio-aberto.up.pt:10216/67480Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:10:54.210307Repositório 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 Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
title Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
spellingShingle Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
António Arêde
Engenharia estrutural, Engenharia mecânica
Structural engineering, Mechanical engineering
title_short Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
title_full Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
title_fullStr Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
title_full_unstemmed Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
title_sort Dynamic identification and seismic analysis of the "Serra do Pilar" monastery church
author António Arêde
author_facet António Arêde
Celeste Almeida
Aníbal Costa
Jorge Rodrigues
Alfredo C. Costa
author_role author
author2 Celeste Almeida
Aníbal Costa
Jorge Rodrigues
Alfredo C. Costa
author2_role author
author
author
author
dc.contributor.author.fl_str_mv António Arêde
Celeste Almeida
Aníbal Costa
Jorge Rodrigues
Alfredo C. Costa
dc.subject.por.fl_str_mv Engenharia estrutural, Engenharia mecânica
Structural engineering, Mechanical engineering
topic Engenharia estrutural, Engenharia mecânica
Structural engineering, Mechanical engineering
description This paper presents part of the work developed for the seismic behavior study of an ancient structure, over 400 years old. The church structure was numerically modeled 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 dynamic tests were carried out for modal identification and structural stiffness calibration. The seismic analysis was performed in two calculation phases, under the action of artificially generated accelerograms representative of the local seismicity. Results of linear elastic dynamic calculations allowed the global behavior to be analyzed and provided the input for more detailed local analyses of structural parts where the non-linear behavior was considered. Finally, the seismic vulnerability of the structure is briefly addressed and discussed.
publishDate 2002
dc.date.none.fl_str_mv 2002
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