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Effects of axial and rotational restraints on concrete-filled tubular columns under fire.

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Effects of axial and rotational restraints on concrete-filled tubular columns under fire.

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Ibáñez Usach, C.; Romero, ML.; Hospitaler Pérez, A. (2016). Effects of axial and rotational restraints on concrete-filled tubular columns under fire. Journal of Constructional Steel Research. 125:114-127. doi:10.1016/j.jcsr.2016.06.010

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/76340

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Title: Effects of axial and rotational restraints on concrete-filled tubular columns under fire.
Author:
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials
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
Issued date:
Abstract:
This paper presents a study of the effects of axial and rotational restraints on the fire response of concrete filled tubular (CFT) columns. The fiber model presented by the authors in a previous paper Ibañez et al. (2013) ...[+]
Subjects: Concrete filled tubular column , Axial and rotational restraints , Simple calculation method , Effective length , Non-sway frames , Eurocode 4
Copyrigths: Reserva de todos los derechos
Source:
Journal of Constructional Steel Research. (issn: 0143-974X ) (eissn: 1873-5983 )
DOI: 10.1016/j.jcsr.2016.06.010
Publisher:
Elsevier
Publisher version: http://dx.doi. org/10.1016/j.jcsr.2016.06.010
Thanks:
The authors would like to express their sincere gratitude to both the Spanish "Ministerio de Ciencia e Innovacion" and to the European Community through the FEDER funds for the help provided to finance the Project BIA2012-33144.[+]
Type: Artículo

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