Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/29292
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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.contributor.authorRodrigues, Hugopt_PT
dc.date.accessioned2020-09-23T15:36:55Z-
dc.date.available2020-09-23T15:36:55Z-
dc.date.issued2021-
dc.identifier.isbn978-3-030-35532-6pt_PT
dc.identifier.urihttp://hdl.handle.net/10773/29292-
dc.description.abstractPast earthquakes brought attention to the poor performance of precast reinforced concrete structures. One of the problems observed in those structures is related to the beam-to-column connections. The evaluation of different methodologies for the analysis of beam-to-column connections in industrial buildings is an important aspect that should be studied. The numerical analyses developed allowed the study of the effect that different connection properties have on the frequencies of vibration, members drifts, and seismic coefficients. The connection properties were modeled through a macro-element that considers the friction (between concrete–concrete and concrete–neoprene) and the steel dowels. The results showed that the friction between concrete elements and the consideration of the neoprene in the connection has a small impact on the drifts demands in the columns and seismic coefficient of the analyzed structure; on the other hand, the effect of the steel dowel on the drift demand and seismic coefficient is significant. The comparison of the models with different properties and connections allowed a better understanding of the factors with a higher impact on the results.pt_PT
dc.language.isoengpt_PT
dc.publisherSpringerpt_PT
dc.relationPOCI-01-0145-FEDER-028439pt_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.titleAssessment of seismic behavior of an RC precast buildingpt_PT
dc.typebookPartpt_PT
dc.description.versionpublishedpt_PT
dc.peerreviewedyespt_PT
degois.publication.firstPage303pt_PT
degois.publication.lastPage308pt_PT
degois.publication.locationChampt_PT
degois.publication.titleSustainability and Automation in Smart Constructionspt_PT
dc.relation.publisherversionhttps://link.springer.com/chapter/10.1007/978-3-030-35533-3_36pt_PT
dc.identifier.doi10.1007/978-3-030-35533-3_36pt_PT
dc.identifier.esbn978-3-030-35533-3pt_PT
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