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Efficiency of different retrofitting technichs for RC columns under biaxial loading: Experimental study

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datacite.subject.fosEngenharia e Tecnologia
datacite.subject.sdg09:Indústria, Inovação e Infraestruturas
dc.contributor.authorRodrigues, H.
dc.contributor.authorFurtado, A.
dc.contributor.authorRocha, P.
dc.contributor.authorArêde, A.
dc.date.accessioned2025-12-16T19:34:31Z
dc.date.available2025-12-16T19:34:31Z
dc.date.issued2015
dc.descriptionConference name 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015, Hersonissos, Crete
dc.descriptionConference date 25 May 2015 - 27 May 2015
dc.description.abstractThe main purposes of this work it to present an experimental campaign of different strengthening strategies of RC columns, and evaluating benefits concerning their structural behaviour cyclic loading. 9 RC columns were tested, two of them original and the rest composed by strengthened columns by CFRP and steel plates jacketing. The aim is, therefore, to contribute for developing and calibration a procedure that enables the evaluation of the efficiency of the strengthening strategies, their possibilities and application. It was also an objective of this work to explore the possibility of use this techniques on the improvement of existing buildings performance.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 References.
dc.identifier.citationRodrigues, H., Furtado, A., Rocha, P., & Arêde, A. (2015). Efficiency of different retrofitting technichs for RC columns under biaxial loading: Experimental study. 865-875. Paper presented at 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015, Hersonissos, Crete, Greece. https://doi.org/10.7712/120115.3435.1619
dc.identifier.doi10.7712/120115.3435.1619
dc.identifier.urihttp://hdl.handle.net/10400.8/15107
dc.language.isoeng
dc.peerreviewedyes
dc.publisherNational Technical University of Athens
dc.relationSTRUCTURAL ASSESSMENT AND STRENGTHENING OF REINFORCED CONCRETE COLUMNS UNDER HORIZONTAL BI-AXIAL CYCLIC LOADING
dc.relation.hasversionhttps://www.eccomasproceedia.org/conferences/thematic-conferences/compdyn-2015/3435
dc.relation.ispartofProceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)
dc.rights.uriN/A
dc.subjectBiaxial cyclic behaviour
dc.subjectEnergy dissipation
dc.subjectRC column
dc.subjectRC column retrofitting
dc.subjectStiffness degradation
dc.titleEfficiency of different retrofitting technichs for RC columns under biaxial loading: Experimental studyeng
dc.typeconference paper
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.conferenceDate2015-05
oaire.citation.conferencePlaceHersonissos, Crete
oaire.citation.endPage875
oaire.citation.startPage865
oaire.citation.titleCOMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
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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