Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand

Detalhes bibliográficos
Autor(a) principal: Marques, Rui Filipe Pedreira
Data de Publicação: 2013
Outros Autores: Pereira, João Miguel, Lourenço, Paulo B., Parker, Will, Uno, Masako
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/26611
Resumo: This paper presents a study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, which was damaged by earthquakes in 2010 and 2011. In view of its seismic vulnerability and retrofitting, finite element and equivalent frame models were used for pushover analysis. Predictions allow identifying the weak parts of the building and its expected failure modes, which are in agreement with the observed damage. Computations seem however conservative, because the building capacity curves provide insufficient strength to survive the registered earthquakes. By considering the floors as bidirectional diaphragms in the simplified model, a better behavior is observed.
id RCAP_9cf3fb25bf0fb9b768a98613c87681f6
oai_identifier_str oai:repositorium.sdum.uminho.pt:1822/26611
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New ZealandCultural heritage buildingsSeismic assessmentMicro-macro element modelsPushover analysisSeismic retrofitScience & TechnologyThis paper presents a study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, which was damaged by earthquakes in 2010 and 2011. In view of its seismic vulnerability and retrofitting, finite element and equivalent frame models were used for pushover analysis. Predictions allow identifying the weak parts of the building and its expected failure modes, which are in agreement with the observed damage. Computations seem however conservative, because the building capacity curves provide insufficient strength to survive the registered earthquakes. By considering the floors as bidirectional diaphragms in the simplified model, a better behavior is observed.The authors gratefully acknowledge Professor Jason Ingham and his research group at University of Auckland for providing experimental data in Christchurch and their recommendations on materials properties to be expected. The two first authors acknowledge the financial support from the Portuguese Foundation for Science and Technology (FCT) through Ph.D. grants SFRH/BD/41221/2007 and SFRH/BD/45436/2008.Taylor & FrancisUniversidade do MinhoMarques, Rui Filipe PedreiraPereira, João MiguelLourenço, Paulo B.Parker, WillUno, Masako20132013-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/26611eng1363-246910.1080/13632469.2012.738283http://dx.doi.org/10.1080/13632469.2012.738283info: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:RCAAP2023-07-21T12:09:09Zoai:repositorium.sdum.uminho.pt:1822/26611Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:00:30.481972Repositório 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 Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
title Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
spellingShingle Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
Marques, Rui Filipe Pedreira
Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
Science & Technology
title_short Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
title_full Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
title_fullStr Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
title_full_unstemmed Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
title_sort Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
author Marques, Rui Filipe Pedreira
author_facet Marques, Rui Filipe Pedreira
Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
author_role author
author2 Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Marques, Rui Filipe Pedreira
Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
dc.subject.por.fl_str_mv Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
Science & Technology
topic Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
Science & Technology
description This paper presents a study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, which was damaged by earthquakes in 2010 and 2011. In view of its seismic vulnerability and retrofitting, finite element and equivalent frame models were used for pushover analysis. Predictions allow identifying the weak parts of the building and its expected failure modes, which are in agreement with the observed damage. Computations seem however conservative, because the building capacity curves provide insufficient strength to survive the registered earthquakes. By considering the floors as bidirectional diaphragms in the simplified model, a better behavior is observed.
publishDate 2013
dc.date.none.fl_str_mv 2013
2013-01-01T00:00:00Z
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/1822/26611
url http://hdl.handle.net/1822/26611
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1363-2469
10.1080/13632469.2012.738283
http://dx.doi.org/10.1080/13632469.2012.738283
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 Taylor & Francis
publisher.none.fl_str_mv Taylor & Francis
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
repository.mail.fl_str_mv
_version_ 1799132400760913920