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Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities

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Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities

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Hernández Figueirido, D.; Romero, ML.; Bonet Senach, JL.; Montalva Subirats, JM. (2012). Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities. Journal of Constructional Steel Research. 68(1):107-117. doi:10.1016/j.jcsr.2011.07.014

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/59990

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Title: Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities
Author:
UPV Unit: 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:
The paper describes 36 experimental tests conducted on rectangular and square tubular columns filled with normal and high strength concrete and subjected to a non-constant bending moment distribution with respect to the ...[+]
Subjects: Buckling , Composite column , Concrete-filled tubular columns , High strength concrete , Axial forces , Concrete filled steel tubular columns , Concrete-filled columns , Design load , Ductile behavior , Eurocodes , Experimental test , First order , High strength concretes , Load eccentricity , Moment distribution , Normal strength concretes , Post-peak , Safety margin , Strength of concrete , Test parameters , Tubular columns , Ultimate capacity , Ultimate loads , Aspect ratio , Bending moments , High strength steel , Spot welding , Tankers (ships) , Tubular steel structures , Bending tests
Copyrigths: Reserva de todos los derechos
Source:
Journal of Constructional Steel Research. (issn: 0143-974X )
DOI: 10.1016/j.jcsr.2011.07.014
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.jcsr.2011.07.014
Thanks:
The authors wish to express their sincere gratitude to the Spanish Ministry of Education for the help provided through projects BIA2005_255 and BIA2009_9411, and to the European Community for FEDER funds.
Type: Artículo

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