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Circular and square slender concrete-filled tubular columns under large eccentricities and fire

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Circular and square slender concrete-filled tubular columns under large eccentricities and fire

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Espinós Capilla, A.; Romero, ML.; Serra Mercé, E.; Hospitaler Pérez, A. (2015). Circular and square slender concrete-filled tubular columns under large eccentricities and fire. Journal of Constructional Steel Research. 110:90-100. doi:10.1016/j.jcsr.2015.03.011

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/59490

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Title: Circular and square slender concrete-filled tubular columns under large eccentricities and fire
Author: Espinós Capilla, Ana Romero, Manuel L. Serra Mercé, Enrique Hospitaler Pérez, Antonio
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. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
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:
Previous investigations have revealed the unsafety of the current calculation methods in Eurocode 4 for evaluating the fire resistance of concrete-filled steel tubular (CFST) columns, which has given place to a movement ...[+]
Subjects: Fire resistance , Concrete-filled tubular columns , Large eccentricities , Slender columns , Eurocode 4 , Simple calculation model
Copyrigths: Reserva de todos los derechos
Source:
Journal of Constructional Steel Research. (issn: 0143-974X ) (eissn: 1873-5983 )
DOI: 10.1016/j.jcsr.2015.03.011
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.jcsr.2015.03.011
Thanks:
The authors would like to express their sincere gratitude to the European Union for the help provided through the Project RFSR-CT-2012-00025, carried out with a financial grant of the Research Programme of the Research ...[+]
Type: Artículo

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