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Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns

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Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns

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Portoles Flaj, JM.; Romero, ML.; Filippou, FC.; Bonet Senach, JL. (2011). Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns. Engineering Structures. 33(5):1576-1593. doi:10.1016/j.engstruct.2011.01.028

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/57975

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Title: Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns
Author:
UPV Unit: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
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:
This paper proposes an efficient numerical model for the simulation of the behavior of slender circular concrete-filled tubular columns subjected to eccentric axial load with single curvature, for the cases of both normal ...[+]
Subjects: Numerical model , Composite column , Concrete-filled tubular columns , High strength concrete , Buckling
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2011.01.028
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2011.01.028
Thanks:
The authors wish to express their sincere gratitude to the Spanish "Ministerio de Educacion" for help provided with project BIA2005_255, and to the Spanish "Ministerio de Ciencia e Innovacion" with project BIA2009-09411, ...[+]
Type: Artículo

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