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Fire behavior of eccentrically loaded slender high strength concrete-filled tubular columns

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Fire behavior of eccentrically loaded slender high strength concrete-filled tubular columns

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Moliner, V.; Espinós Capilla, A.; Romero, ML.; Hospitaler Pérez, A. (2013). Fire behavior of eccentrically loaded slender high strength concrete-filled tubular columns. Journal of Constructional Steel Research. 83:137-146. doi:10.1016/j.jcsr.2013.01.011

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/49710

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Title: Fire behavior of eccentrically loaded slender high strength 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 describes sixteen fire tests conducted on slender circular hollow section columns filled with normal and high strength concrete, subjected to concentric axial loads. The test parameters were the nominal strength ...[+]
Subjects: Fire resistance , Composite column , Concrete-filled tubular column , High strength concrete
Copyrigths: Reserva de todos los derechos
Source:
Journal of Constructional Steel Research. (issn: 0143-974X )
DOI: 10.1016/j.jcsr.2013.01.011
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.jcsr.2013.01.011
Thanks:
The authors wish to express their sincere gratitude to the Spanish Ministry of Science and Innovation for the help provided through project BIA 2009_09411, to the Generalitat Valenciana for the IMPIVA funds in the framework ...[+]
Type: Artículo

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