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Seismic Rehabilitation of RC Columns Under Biaxial Loading: An Experimental Characterization

datacite.subject.fosEngenharia e Tecnologia
datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
datacite.subject.sdg09:Indústria, Inovação e Infraestruturas
datacite.subject.sdg11:Cidades e Comunidades Sustentáveis
dc.contributor.authorPinheiro Rodrigues, Hugo Filipe
dc.contributor.authorArêde, António
dc.contributor.authorFurtado, André
dc.contributor.authorRocha, Patrício
dc.date.accessioned2025-05-19T14:31:38Z
dc.date.available2025-05-19T14:31:38Z
dc.date.issued2015-08
dc.description.abstractThe main purpose of this paper is to present an experimental campaign of different strategies for seismic repair and retrofit of RC columns previously subjected to biaxial cyclic loading actions and evaluate the benefits concerning their structural behaviour when again subjected to biaxial cyclic loading. Column rehabilitation was performed in order to improve the ductility and/or strength characteristics and it was obtained through increasing the concrete ductility conditions, with efficient jacketing, or increasing the amount of longitudinal and transversal steel. The aim is, therefore, to contribute in developing and calibrating a procedure that enables the evaluation of the efficiency of different retrofit solutions, their possibilities and fields of application. The results are presented in terms of shear-drift, stiffness degradation, ductility and energy dissipation. The retrofitted results will be compared with the results of the original one, deducting about the structural efficiency by each type of retrofit technique adopted.eng
dc.description.sponsorshipThis paper reports research developed under financial support provided by “ FCT — Fundação para a Ciência e Tecnologia ”, Portugal, namely through the research project PTDC/ECM/102221/2008 .
dc.identifier.citationRodrigues, Hugo & Arêde, António & Furtado, André & Rocha, Patrı́cio. (2015). Seismic Rehabilitation of RC Columns Under Biaxial Loading: An Experimental Characterization. Structures. 3, 43-56. https://doi.org/10.1016/j.istruc.2015.03.001
dc.identifier.doi10.1016/j.istruc.2015.03.001
dc.identifier.issn2352-0124
dc.identifier.urihttp://hdl.handle.net/10400.8/12928
dc.language.isoeng
dc.peerreviewedyes
dc.publisherElsevier BV
dc.relationSTRUCTURAL ASSESSMENT AND STRENGTHENING OF REINFORCED CONCRETE COLUMNS UNDER HORIZONTAL BI-AXIAL CYCLIC LOADING
dc.relation.hasversionhttps://www.sciencedirect.com/science/article/abs/pii/S2352012415000405
dc.relation.ispartofStructures
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectBiaxial testing
dc.subjectDuctility
dc.subjectEnergy dissipation
dc.subjectRC column cyclic behaviour
dc.subjectRC column repairing
dc.subjectRC column retrofitting
dc.subjectStiffness degradation
dc.titleSeismic Rehabilitation of RC Columns Under Biaxial Loading: An Experimental Characterization
dc.typejournal article
dspace.entity.typePublication
oaire.awardTitleSTRUCTURAL ASSESSMENT AND STRENGTHENING OF REINFORCED CONCRETE COLUMNS UNDER HORIZONTAL BI-AXIAL CYCLIC LOADING
oaire.awardURIhttp://hdl.handle.net/10400.8/12925
oaire.citation.endPage56
oaire.citation.startPage43
oaire.citation.titleStructures
oaire.citation.volume3
oaire.fundingStream5876-PPCDTI
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
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
relation.isAuthorOfPublicationa461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isAuthorOfPublication.latestForDiscoverya461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isProjectOfPublication000a077c-3007-4cb5-8276-91a32417f032
relation.isProjectOfPublication.latestForDiscovery000a077c-3007-4cb5-8276-91a32417f032

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