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Influence of Beam-to-Column Connections in the Seismic Performance of Precast Concrete Industrial Facilities, Structural Engineering International

2021-06-22Journal article Open access
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dc.contributor.authorRodrigues, Rodrigo
dc.contributor.authorVitorino, Hugo
dc.contributor.authorBatalha, Nádia
dc.contributor.authorSousa, Romain
dc.contributor.authorFernandes, Paulo
dc.contributor.authorVarum, Humberto
dc.date.accessioned2023-03-20T14:34:22Z
dc.date.available2023-03-20T14:34:22Z
dc.date.issued2021-06-22
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.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationHugo Rodrigues Prof., Hugo Vitorino PhD Student, Nádia Batalha PhD Student, Romain Sousa Dr, Paulo Fernandes Prof. & Humberto Varum Prof. (2022) Influence of Beam-to-Column Connections in the Seismic Performance of Precast Concrete Industrial Facilities, Structural Engineering International, 32:4, 507-519, DOI: 10.1080/10168664.2021.1920082pt_PT
dc.identifier.doi10168664.2021.1920082pt_PT
dc.identifier.issn1683-0350
dc.identifier.urihttp://hdl.handle.net/10400.8/8263
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherTaylor & Francispt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectNumerical analysispt_PT
dc.subjectSeismic performancept_PT
dc.subjectBeam-to-column connectionspt_PT
dc.subjectPrecast reinforced concretept_PT
dc.subjectIndustrial buildingspt_PT
dc.titleInfluence of Beam-to-Column Connections in the Seismic Performance of Precast Concrete Industrial Facilities, Structural Engineering Internationalpt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage519pt_PT
oaire.citation.startPage507pt_PT
oaire.citation.titleStructural Engineering Internationalpt_PT
oaire.citation.volume32, 4pt_PT
person.familyNameSousa
person.familyNameFernandes
person.givenNameRomain
person.givenNamePaulo
person.identifier1257123
person.identifier.ciencia-idB51F-077A-89DB
person.identifier.ciencia-idF41A-AFFE-B165
person.identifier.orcid0000-0003-1213-8376
person.identifier.orcid0000-0002-5644-8889
person.identifier.scopus-author-id53867134400
person.identifier.scopus-author-id56701925300
rcaap.rightsopenAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublicationef762f92-201d-4335-8c9c-487c706fbfd8
relation.isAuthorOfPublication7375e114-0963-49a2-be76-c52dd45c0338
relation.isAuthorOfPublication.latestForDiscovery7375e114-0963-49a2-be76-c52dd45c0338

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