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Cm-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends

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Cm-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends

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Da Costa Lino Leite, LC.; Bonet Senach, JL.; Pallarés Rubio, L.; Miguel Sosa, P. (2014). Cm-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends. Engineering Structures. 71(15):73-87. doi:10.1016/j.engstruct.2014.04.020

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/58636

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Title: Cm-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
Reinforced concrete slender columns, in general, are subjected to a non-uniform bending moment law, due to the occurrence of unequal eccentricities and skew angles at the ends. Design codes suggest calculating an equivalent ...[+]
Subjects: Cm-factor , Slender column , High-strength concrete , Reinforced concrete , Biaxial bending , Unequal load eccentricities
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2014.04.020
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2014.04.020
Thanks:
The content of this article is part of a research work carried out by the Universitat Politecnica de Valencia and the Institute of Concrete Science and Technology (ICITECH). The authors of this work wish to thank the ...[+]
Type: Artículo

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