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Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves

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Resumo:The article addresses the seismic vulnerability assessment of a typology of unreinforced masonry buildings constructed in Lisbon between the nineteenth and the twentieth centuries. The main architectural and structural features of these buildings are presented. This supported the identification of the main uncertainties affecting their seismic performance and the definition of classes of buildings representative of the typology. The seismic assessment includes the generation of fragility curves that combine the in-plane and out-of-plane response following different criteria and methods of analyses. The results put in evidence the seismic vulnerability of this class of buildings. Considering the earthquake-resistant code for Lisbon with a return period of 475 years, about 50% probability of having heavy damage and about 30% probability of collapse were estimated. The structural intervention on these buildings is urgent in order to reduce losses due to future earthquakes. Further studies for the assessment of similar buildings in Lisbon and elsewhere can be developed using the adopted procedure.
Autores principais:Simoes, A. G.
Outros Autores:Bento, R.; Lagomarsino, S.; Cattari, S.; Lourenço, Paulo B.
Assunto:Unreinforced masonry buildings Uncertainty analyses Performance-based seismic assessment Non-linear analyses Fragility curves
Ano:2020
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 Simoes, A. G.
author2 Bento, R.
Lagomarsino, S.
Cattari, S.
Lourenço, Paulo B.
author2_role author
author
author
author
author_facet Simoes, A. G.
Bento, R.
Lagomarsino, S.
Cattari, S.
Lourenço, Paulo B.
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Simoes, A. G.\"},{\"Person.name\":\"Bento, R.\"},{\"Person.name\":\"Lagomarsino, S.\"},{\"Person.name\":\"Cattari, S.\"},{\"Person.name\":\"Lourenço, Paulo B.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Simoes, A. G.
Bento, R.
Lagomarsino, S.
Cattari, S.
Lourenço, Paulo B.
datacite.date.Accepted.fl_str_mv 2020-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2022-01-01T07:01:22Z
datacite.date.embargoed.fl_str_mv 2022-01-01T07:01:22Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Unreinforced masonry buildings
Uncertainty analyses
Performance-based seismic assessment
Non-linear analyses
Fragility curves
datacite.titles.title.fl_str_mv Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Simoes, A. G.
Bento, R.
Lagomarsino, S.
Cattari, S.
Lourenço, Paulo B.
dc.date.Accepted.fl_str_mv 2020-01-01T00:00:00Z
dc.date.available.fl_str_mv 2022-01-01T07:01:22Z
dc.date.embargoed.fl_str_mv 2022-01-01T07:01:22Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/67872
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Springer
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Unreinforced masonry buildings
Uncertainty analyses
Performance-based seismic assessment
Non-linear analyses
Fragility curves
dc.title.fl_str_mv Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description The article addresses the seismic vulnerability assessment of a typology of unreinforced masonry buildings constructed in Lisbon between the nineteenth and the twentieth centuries. The main architectural and structural features of these buildings are presented. This supported the identification of the main uncertainties affecting their seismic performance and the definition of classes of buildings representative of the typology. The seismic assessment includes the generation of fragility curves that combine the in-plane and out-of-plane response following different criteria and methods of analyses. The results put in evidence the seismic vulnerability of this class of buildings. Considering the earthquake-resistant code for Lisbon with a return period of 475 years, about 50% probability of having heavy damage and about 30% probability of collapse were estimated. The structural intervention on these buildings is urgent in order to reduce losses due to future earthquakes. Further studies for the assessment of similar buildings in Lisbon and elsewhere can be developed using the adopted procedure.
dirty 0
eu_rights_str_mv openAccess
format article
fulltext.url.fl_str_mv https://prod-dspace.uminho.pt/bitstreams/2e968b40-5a2f-4b65-bfa9-b9ef007f04f1/download
id rum_8bcc00db8d8da7422b2ece4772bb902b
identifier.url.fl_str_mv https://hdl.handle.net/1822/67872
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:1822/67872
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Simoes, A. G.
Bento, R.
Lagomarsino, S.
Cattari, S.
Lourenço, Paulo B.
publishDate 2020
publisher.none.fl_str_mv Springer
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engSpringerporThe article addresses the seismic vulnerability assessment of a typology of unreinforced masonry buildings constructed in Lisbon between the nineteenth and the twentieth centuries. The main architectural and structural features of these buildings are presented. This supported the identification of the main uncertainties affecting their seismic performance and the definition of classes of buildings representative of the typology. The seismic assessment includes the generation of fragility curves that combine the in-plane and out-of-plane response following different criteria and methods of analyses. The results put in evidence the seismic vulnerability of this class of buildings. Considering the earthquake-resistant code for Lisbon with a return period of 475 years, about 50% probability of having heavy damage and about 30% probability of collapse were estimated. The structural intervention on these buildings is urgent in order to reduce losses due to future earthquakes. Further studies for the assessment of similar buildings in Lisbon and elsewhere can be developed using the adopted procedure.application/pdfporSeismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curvesSimoes, A. G.Bento, R.Lagomarsino, S.Cattari, S.Lourenço, Paulo B.HostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf1570-761XDOIIsPartOf10.1007/s10518-019-00618-z2022-01-01T07:01:22Z20202020-10-29T12:00:23Z2020-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/67872http://purl.org/coar/access_right/c_abf2open accessUnreinforced masonry buildingsUncertainty analysesPerformance-based seismic assessmentNon-linear analysesFragility curves1250042 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/2e968b40-5a2f-4b65-bfa9-b9ef007f04f1/download
spellingShingle Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
Simoes, A. G.
Unreinforced masonry buildings
Uncertainty analyses
Performance-based seismic assessment
Non-linear analyses
Fragility curves
status SINGLETON
subject.fl_str_mv Unreinforced masonry buildings
Uncertainty analyses
Performance-based seismic assessment
Non-linear analyses
Fragility curves
title Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
title_full Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
title_fullStr Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
title_full_unstemmed Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
title_short Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
title_sort Seismic assessment of nineteenth and twentieth centuries URM buildings in Lisbon: structural features and derivation of fragility curves
topic Unreinforced masonry buildings
Uncertainty analyses
Performance-based seismic assessment
Non-linear analyses
Fragility curves
topic_facet Unreinforced masonry buildings
Uncertainty analyses
Performance-based seismic assessment
Non-linear analyses
Fragility curves
url https://hdl.handle.net/1822/67872
visible 1