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Numerical modelling of the cyclic behavior of timber-framed structures

2018-06-15Journal article Open access
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dc.contributor.authorLukic, Relja
dc.contributor.authorPoletti, Elisa
dc.contributor.authorRodrigues, Hugo
dc.contributor.authorVasconcelos, Graça
dc.date.accessioned2019-10-02T15:02:36Z
dc.date.available2019-10-02T15:02:36Z
dc.date.issued2018-06-15
dc.description.abstractThe present paper presents a study on the applicability of numerical models in predicting the global response of timber-framed shear walls during earthquake events. Based on previous in-plane cyclic testing of traditional timber frames with and without masonry infill, numerical models were developed to describe the cyclic response of traditional timber frame walls including flexural behavior, pinching and strength degradation. The numerical models were developed in the finite element software OpenSees with calibrated springs representing nailed connectors found in traditional half lap joints. Based on the calibrated models a study was conducted on the timber frame wall with brick infill model by varying wall configuration and analysing cumulative energy dissipation and the effect of slenderness and load capacity with increasing drift. A good correspondence was obtained with the experimental data and future work will include the application of the model to whole buildings.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2018.03.039
dc.identifier.doihttp://dx.doi.org/10.1016/j.engstruct.2018.03.039
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/10400.8/4149
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherElsevierpt_PT
dc.relationSAHC Consortiumpt_PT
dc.relationPerformance based approach for the seismic assessment of traditional timber-frame structures
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0141029617322678pt_PT
dc.subjectEarthquake engineeringpt_PT
dc.subjectTimber constructionpt_PT
dc.subjectSeismic designpt_PT
dc.subjectDuctilitypt_PT
dc.titleNumerical modelling of the cyclic behavior of timber-framed structurespt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.awardTitlePerformance based approach for the seismic assessment of traditional timber-frame structures
oaire.awardURIinfo:eu-repo/grantAgreement/FCT/FARH/SFRH%2FBPD%2F99891%2F2014/PT
oaire.citation.conferencePlaceUnited Kingdompt_PT
oaire.citation.endPage221pt_PT
oaire.citation.startPage210pt_PT
oaire.citation.titleEngineering Structurespt_PT
oaire.citation.volume165pt_PT
oaire.fundingStreamFARH
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
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.nameFundação para a Ciência e a Tecnologia
rcaap.rightsclosedAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublicationa461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isAuthorOfPublication.latestForDiscoverya461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isProjectOfPublicationf5e2f91a-0b88-4d70-a781-3b35b5947cf7
relation.isProjectOfPublication.latestForDiscoveryf5e2f91a-0b88-4d70-a781-3b35b5947cf7

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