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Modelling of masonry infill walls participation in the seismic behaviour of RC buildings using OpenSees

2015-04-15Artigo científico Acesso aberto
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datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
datacite.subject.sdg09:Indústria, Inovação e Infraestruturas
dc.contributor.authorFurtado, André
dc.contributor.authorRodrigues, Hugo
dc.contributor.authorArêde, António
dc.date.accessioned2025-10-28T15:35:31Z
dc.date.available2025-10-28T15:35:31Z
dc.date.issued2015-04-15
dc.description.abstractRecent earthquakes show that masonry infill walls should be taken into account during the design and assessment process of structures, since this type of non-structural elements increase the in-plane stiffness of the structure and consequently the natural period. An overview of the past researches conducted on the modelling of masonry infilled frame issues has been done, with discussion of past analytical investigations and different modelling approaches that many authors have proposed, including micro- and macro-modelling strategies. After this, the present work presents an improved numerical model, based on the Rodrigues et al. (J Earthq Eng 14:390–416, 2010) approach, for simulating the masonry infill walls behaviour in the computer program OpenSees. The main results of the in-plane calibration analyses obtained with one experimental test are presented and discussed. For last, two reinforced concrete regular buildings were studied and subjected to several ground motions, with and without infills’ walls.eng
dc.description.sponsorshipThis research was developed under financial support provided by “FCT—Fundação para a Ciência e Tecnologia”, Portugal, namely through the research project PTDC/ECM/122347/2010—RetroInf—Developing Innovative Solutions for Seismic Retrofitting of Masonry Infill Walls.
dc.identifier.citationFurtado, A., Rodrigues, H. & Arêde, A. Modelling of masonry infill walls participation in the seismic behaviour of RC buildings using OpenSees. Int J Adv Struct Eng 7, 117–127 (2015). https://doi.org/10.1007/s40091-015-0086-5
dc.identifier.doi10.1007/s40091-015-0086-5
dc.identifier.issn2008-3556
dc.identifier.issn2008-6695
dc.identifier.urihttp://hdl.handle.net/10400.8/14417
dc.language.isoeng
dc.peerreviewedyes
dc.publisherSpringer Nature
dc.relationRetroInf - Developing Innovative Solutions for Seismic Retrofitting of Masonry Infill Walls
dc.relation.hasversionhttps://link.springer.com/article/10.1007/s40091-015-0086-5
dc.relation.ispartofInternational Journal of Advanced Structural Engineering
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectIn-plane behaviour
dc.subjectMasonry infill walls
dc.subjectRegular RC buildings
dc.subjectVulnerability
dc.titleModelling of masonry infill walls participation in the seismic behaviour of RC buildings using OpenSeeseng
dc.typejournal article
dspace.entity.typePublication
oaire.awardNumberPTDC/ECM/122347/2010
oaire.awardTitleRetroInf - Developing Innovative Solutions for Seismic Retrofitting of Masonry Infill Walls
oaire.awardURIhttp://hdl.handle.net/10400.8/14279
oaire.citation.endPage127
oaire.citation.issue2
oaire.citation.startPage117
oaire.citation.titleInternational Journal of Advanced Structural Engineering
oaire.citation.volume7
oaire.fundingStreamConcurso de Projectos de Investigação Científica e Desenvolvimento Tecnológico em todos os Domínios Científicos - 2010
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
person.familyNamePinheiro Rodrigues
person.givenNameHugo Filipe
person.identifierE-5195-2010
person.identifier.ciencia-idB610-29E9-0E49
person.identifier.orcid0000-0003-1373-4540
person.identifier.scopus-author-id23019838500
relation.isAuthorOfPublicationa461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isAuthorOfPublication.latestForDiscoverya461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isProjectOfPublicationee9de082-6791-4b2e-b6da-f2ad3dd91b00
relation.isProjectOfPublication.latestForDiscoveryee9de082-6791-4b2e-b6da-f2ad3dd91b00

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