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        Behaviour of steel-fibre-reinforced normal-strength concrete slender columns under cyclic loading 

        Caballero Morrison, Karen E.; Bonet, José L.; Navarro Gregori, Juan (2012-03-28)
        The inclusion of ductility requirements is necessary to guarantee a safety design of concrete structures subjected to unexpected and/or reversal loads. It is important to outline that plastic hinges may develop in columns ...

        An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading 

        Caballero Morrison, Karen E.; Bonet, José L.; Gregori, Juan Navarro (2012-08-10)
        Structural engineers usually limit the use of HSC columns to seismic active zones because of their britle behavior in comparison with NSC, even though it presents advantages both in terms of mechanics and durability. A ...

        [pt] ESTUDO EXPERIMENTAL SOBRE OS EFEITOS DA FLUÊNCIA DO CONCRETO EM PILARES ESBELTOS[en] EXPERIMENTAL STUDY ON THE EFFECTS OF THE CONCRETE CREEP IN SLENDER COLUMNS 

        RENATO CASTRO DE FREITAS COSTA NETO

        [pt] ESTUDO EXPERIMENTAL DO COMPORTAMENTO DE PILARES MISTOS SUJEITOS A FLEXO-COMPRESSÃO[en] EXPERIMENTAL STUDY ON THE BEHAVIOR OF COMPOSITE COLUMNS SUBJECTED TO COMPRESSION AND BENDING 

        FABIANA FREITAS NOGUEIRA

        [pt] ESTUDO EXPERIMENTAL DO COMPORTAMENTO DE PILARES MISTOS SUJEITOS A FLEXO-COMPRESSÃO[en] EXPERIMENTAL STUDY ON THE BEHAVIOR OF COMPOSITE COLUMNS SUBJECTED TO COMPRESSION AND BENDING 

        FABIANA FREITAS NOGUEIRA

        Dynamic stability of slender columns with semi-rigid connections under periodic axial load: verification and examples 

        Giraldo-Londoño, Oliver; Aristizábal Ochoa, José Darío (Universidad Nacional de Colombia Sede Medellín, 2014-06-24)
        The dynamic stability of an elastic prismatic slender column with semirigid connections at both ends of identical stiffness and with sidesway between the two ends totally inhibited, subject to parametric axial loads including ...

        Dynamic stability of slender columns with semi-rigid connections under periodic axial load: theory 

        Giraldo-Londoño, Oliver; Aristizábal Ochoa, José Darío (Universidad Nacional de Colombia Sede Medellín, 2014-06-24)
        The dynamic stability of an elastic prismatic slender column with semirigid connections at both ends of identical stiffness and with sidesway between the two ends totally inhibited, subject to parametric axial loads including ...

        Fire Resistance of Axially Loaded Slender Concrete Filled Steel Tubular Columns 

        Universidade Estadual de Campinas (UNICAMP); Universidade Estadual Paulista (Unesp) (Destech Publications, Inc, 2010-01-01)
        The concrete filled steel tube (CFST) column is a composite member that consists of a steel tube filled with concrete. Concrete inside the steel tube enhances the stability of the steel tube, and the steel tube in turn ...

        Fire resistance of axially loaded slender concrete filled steel tubular columns 

        Universidade Estadual de Campinas (UNICAMP); Universidade de São Paulo (USP) (2010-01-01)
        The concrete filled steel tube (CFST) column is a composite member that consists of a steel tube filled with concrete. Concrete inside the steel tube enhances the stability of the steel tube, and the steel tube in turn ...

        Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load 

        Universidade Estadual Paulista (Unesp); Escola Politécnica da Universidade de São Paulo (EPUSP) (2015)
        This work presents a numerical model to simulate the failure behavior of slender reinforced concrete columns subjected to eccentric compression loads. Due to the significant influence of the lateral displacements on the ...
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        Red de Repositorios Latinoamericanos
        + of 8.000.000
        Available publications
        500 Participating institutions
        Dirección de Servicios de Información y Bibliotecas (SISIB)
        Universidad de Chile
        Membership Login
        Featured collections
        • Latin American Theses
        • Argentinean Theses
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        • Peruvian Theses
        Latest collections added
        • Argentina
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        • Colombia
        • México
        Dirección de Servicios de Información y Bibliotecas (SISIB)
        Universidad de Chile
        Red de Repositorios Latinoamericanos | 2006-2018