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

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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.
Autores principais:Marques, Rui Filipe Pedreira
Outros Autores:Pereira, João Miguel; Lourenço, Paulo B.; Parker, Will; Uno, Masako
Assunto:Cultural heritage buildings Seismic assessment Micro-macro element models Pushover analysis Seismic retrofit
Ano:2013
País:Portugal
Tipo de documento:artigo
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author Marques, Rui Filipe Pedreira
author2 Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
author2_role author
author
author
author
author_facet Marques, Rui Filipe Pedreira
Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Marques, Rui Filipe Pedreira\"},{\"Person.name\":\"Pereira, João Miguel\"},{\"Person.name\":\"Lourenço, Paulo B.\"},{\"Person.name\":\"Parker, Will\"},{\"Person.name\":\"Uno, Masako\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Marques, Rui Filipe Pedreira
Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
datacite.date.Accepted.fl_str_mv 2013-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2013-12-03T14:00:59Z
datacite.date.embargoed.fl_str_mv 2013-12-03T14:00:59Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
datacite.titles.title.fl_str_mv Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Marques, Rui Filipe Pedreira
Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
dc.date.Accepted.fl_str_mv 2013-01-01T00:00:00Z
dc.date.available.fl_str_mv 2013-12-03T14:00:59Z
dc.date.embargoed.fl_str_mv 2013-12-03T14:00:59Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/26611
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Taylor & Francis
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
dc.title.fl_str_mv Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
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.
dirty 0
eu_rights_str_mv openAccess
format article
fulltext.url.fl_str_mv https://prod-dspace.uminho.pt/bitstreams/85b4345d-9565-43c8-9acb-09cc737bcea7/download
id rum_db2fd57d59c60d0545e19b0b216ef607
identifier.url.fl_str_mv https://hdl.handle.net/1822/26611
instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
network_name_str RepositóriUM - Universidade do Minho
oai_identifier_str oai:repositorium.uminho.pt:1822/26611
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Marques, Rui Filipe Pedreira
Pereira, João Miguel
Lourenço, Paulo B.
Parker, Will
Uno, Masako
publishDate 2013
publisher.none.fl_str_mv Taylor & Francis
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engTaylor & FrancisporThis 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.application/pdfporStudy of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New ZealandMarques, Rui Filipe PedreiraPereira, João MiguelLourenço, Paulo B.Parker, WillUno, MasakoHostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf1363-2469DOIIsPartOf10.1080/13632469.2012.7382832013-12-03T14:00:59Z20132013-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/26611http://purl.org/coar/access_right/c_abf2open accessCultural heritage buildingsSeismic assessmentMicro-macro element modelsPushover analysisSeismic retrofit1636756 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/85b4345d-9565-43c8-9acb-09cc737bcea7/download
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
status SINGLETON
subject.fl_str_mv Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
title 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_short 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
topic Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
topic_facet Cultural heritage buildings
Seismic assessment
Micro-macro element models
Pushover analysis
Seismic retrofit
url https://hdl.handle.net/1822/26611
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