Seismic analysis of the Serra do Pilar Monastery Church
Main Author: | |
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Publication Date: | 2002 |
Other Authors: | , |
Format: | Book |
Language: | por |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | https://hdl.handle.net/10216/67446 |
Summary: | 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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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:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-02-27T18:24:29Zoai:repositorio-aberto.up.pt:10216/67446Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T22:47:45.110437Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
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 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/book |
format |
book |
status_str |
publishedVersion |
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 |
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.source.none.fl_str_mv |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
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