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Review of Strategies for Modelling Beam-to-Column Connections in Existing Precast Industrial Rc Buildings

2019-07Conference object Open access
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dc.contributor.authorSousa, Romain
dc.contributor.authorBatalha, Nádia
dc.contributor.authorRodrigues, Hugo
dc.date.accessioned2020-02-19T17:35:36Z
dc.date.available2020-02-19T17:35:36Z
dc.date.issued2019-07
dc.date.updated2020-02-19T10:53:02Z
dc.description.abstractIn recent earthquakes, it has been observed that precast RC structures has shown, in several cases, a poor performance presenting damages on structural and non-structural elements, highlighting the vulnerability of industrial buildings. Beam-to-column connection was pointed as one of the main source of damage. Precast concrete buildings are common in the industrial parks. One-story industrial building constituted by a frame system of beams and columns, with hinged beam-to-column connection are the most common structural configuration. In this way, it is important to characterize this type of buildings to understand its seismic behavior in order to develop new methodologies and solutions for design this type of buildings and improve your performance. The presented work is focused on beam-tocolumn connections that play a determining role on precast structures. The proposed work is the review of the different strategies to model beam-to-column connections in a precast industrial RC building is presented. To perform the analyses, the structural software Opensees was chosen. Nonlinear static analyses were performed. The results are presented and discussed.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.slugcv-prod-1086844
dc.identifier.urihttp://hdl.handle.net/10400.8/4704
dc.language.isoengpt_PT
dc.peerreviewednopt_PT
dc.relationPOCI-01-0145-FEDER-028439pt_PT
dc.subjectIndustrial buildingspt_PT
dc.subjectPrecast buildingspt_PT
dc.subjectReinforced concretept_PT
dc.subjectSeismic performancept_PT
dc.subjectBeam-to-column connectionpt_PT
dc.subjectNon-linear modellingpt_PT
dc.titleReview of Strategies for Modelling Beam-to-Column Connections in Existing Precast Industrial Rc Buildingspt_PT
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlacePortugalpt_PT
oaire.citation.titleCongresso de Métodos Numéricos em Engenhariapt_PT
person.familyNameSousa
person.familyNamePinheiro Rodrigues
person.givenNameRomain
person.givenNameHugo Filipe
person.identifier1257123
person.identifierE-5195-2010
person.identifier.ciencia-idB51F-077A-89DB
person.identifier.ciencia-idB610-29E9-0E49
person.identifier.orcid0000-0003-1213-8376
person.identifier.orcid0000-0003-1373-4540
person.identifier.scopus-author-id53867134400
person.identifier.scopus-author-id23019838500
rcaap.cv.cienciaidB51F-077A-89DB | Romain Ribeiro de Sousa
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT
relation.isAuthorOfPublicationef762f92-201d-4335-8c9c-487c706fbfd8
relation.isAuthorOfPublicationa461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isAuthorOfPublication.latestForDiscoveryef762f92-201d-4335-8c9c-487c706fbfd8

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