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Behavior of RC columns under unequal eccentricititess and skew angle loads at ends

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Behavior of RC columns under unequal eccentricititess and skew angle loads at ends

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Da Costa Lino Leite, LC.; Bonet Senach, JL.; Pallarés Rubio, L.; Miguel Sosa, P.; Fernández Prada, MÁ. (2012). Behavior of RC columns under unequal eccentricititess and skew angle loads at ends. Engineering Structures. 40(5):254-266. doi:10.1016/j.engstruct.2012.02.017

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/46065

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Title: Behavior of RC columns under unequal eccentricititess and skew angle loads at 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:
In the design of slender concrete columns, such as civil or architecture constructions, biaxial compression loads with unequal eccentricities and skew angles at both ends is a common situation. However, in the literature, ...[+]
Subjects: Hihg strength concrete , Slender columns , Non-linear analysis , Biaxial bending , Reinforced concrete columns
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2012.02.017
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2012.02.017
Thanks:
This work is enclosed in a research project on slender columns carried out by Instituto de Ciencia y Tecnologia del Hormigon (ICI-TECH) of the Universitat Polittcnica de Valencia. This research was funded through grants ...[+]
Type: Artículo

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