Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/31496
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dc.contributor.authorRodrigues, Hugopt_PT
dc.contributor.authorVitorino, Hugopt_PT
dc.contributor.authorBatalha, Nádiapt_PT
dc.contributor.authorSousa, Romainpt_PT
dc.contributor.authorFernandes, Paulopt_PT
dc.contributor.authorVarum, Humbertopt_PT
dc.date.accessioned2021-06-25T15:57:58Z-
dc.date.available2021-06-25T15:57:58Z-
dc.date.issued2021-06-
dc.identifier.issn1016-8664pt_PT
dc.identifier.urihttp://hdl.handle.net/10773/31496-
dc.description.abstractPast earthquakes have brought attention to the poor performance of precast reinforced concrete structures, especially relating to beam-to-column connections. The evaluation of different methodologies for the analysis of beam-to-column connections in industrial buildings is important. In the present work numerical analyses developed allowed the study of the effect that different story heights and connection properties have on frequencies, drifts, seismic coefficients and connection sliding. The results showed that the friction between concrete elements and the consideration of neoprene have a small impact on the drift demands in the columns and the seismic coefficients of the structures analyzed; on the other hand, the effect of steel dowel on the drift demands and seismic coefficients is significant. The comparison of models with different properties and connections allowed a better understanding of the parameters that affect the seismic behavior of precast reinforced concrete buildings the most and provide indications for building more accurate and efficient numerical models.pt_PT
dc.language.isoengpt_PT
dc.publisherTaylor & Francispt_PT
dc.relationPOCI-01-0145-FEDER-028439pt_PT
dc.relationFCT/UIDB/ECI/04450/2020pt_PT
dc.relationSFRH/BD/148582/2019pt_PT
dc.relationSFRH/BD/139723/2018pt_PT
dc.rightsrestrictedAccesspt_PT
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectIndustrial buildingspt_PT
dc.subjectPrecast reinforced concretept_PT
dc.subjectBeam-to-column connectionspt_PT
dc.subjectSeismic performancept_PT
dc.subjectNumerical analysispt_PT
dc.titleInfluence of beam-to-column connections in the seismic performance of precast concrete industrial facilitiespt_PT
dc.typearticlept_PT
dc.description.versionpublishedpt_PT
dc.peerreviewedyespt_PT
degois.publication.titleStructural Engineering Internationalpt_PT
dc.relation.publisherversionhttps://www.tandfonline.com/doi/full/10.1080/10168664.2021.1920082pt_PT
dc.identifier.doi10.1080/10168664.2021.1920082pt_PT
dc.identifier.essn1683-0350pt_PT
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