Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/26232

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Campo DCValorIdioma
dc.contributor.authorDalfré, Gláucia-
dc.contributor.authorBarros, Joaquim A. O.-
dc.date.accessioned2013-11-21T15:14:42Z-
dc.date.available2013-11-21T15:14:42Z-
dc.date.issued2013-10-
dc.identifier.urihttps://hdl.handle.net/1822/26232-
dc.description.abstractThis work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility and moment redistribution capacity of continuous RC slab strips. In this way, for assessing the predictive performance of a FEM-based computer program, the experimental results obtained by Bonaldo (2008) and Dalfré (2013) were compared with values predicted by this software. Finally, a parametric study is carried out to investigate the influence of the strengthening arrangement and CFRP percentage in terms of load carrying capacity and moment redistribution capacity of continuous RC slab strips flexurally strengthened by the NSM technique.por
dc.language.isoengpor
dc.rightsopenAccesspor
dc.subjectContinuous RC slabspor
dc.subjectFlexural strengtheningpor
dc.subjectFEMpor
dc.subjectNSMpor
dc.subjectMoment Redistributionpor
dc.titleOn the behaviour of continuous RC slab strips flexurally strengthened by the NSM techniquepor
dc.typeconferencePaper-
dc.peerreviewedyespor
sdum.publicationstatuspublishedpor
oaire.citationConferenceDate30 set. - 04 out. 2013por
sdum.event.titleXII Congreso Latinoamericano de Patologia de la Construcción y el XIV Congreso de Control de Calidad en la Construcción (Conpat 2013)-
sdum.event.typecongresspor
oaire.citationStartPage1por
oaire.citationEndPage10por
oaire.citationConferencePlaceCartagena de Índias, Colômbiapor
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