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Post-heating response of concrete-filled steel tubular columns under sustained loads

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Post-heating response of concrete-filled steel tubular columns under sustained loads

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Ibáñez Usach, C.; Bisby, L.; Rush, D.; Romero, ML.; Hospitaler Pérez, A. (2019). Post-heating response of concrete-filled steel tubular columns under sustained loads. Structures. 21:90-102. https://doi.org/10.1016/j.istruc.2019.04.003

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/145560

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Title: Post-heating response of concrete-filled steel tubular columns under sustained loads
Author: Ibáñez Usach, Carmen Bisby, L. Rush, D. Romero, Manuel L. Hospitaler Pérez, Antonio
UPV Unit: 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
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
Issued date:
Abstract:
[EN] Concrete-filled steel tubular (CFST) columns can generally be expected to better resist elevated temperatures as compared to unfilled steel hollow sections, whose evaluation after a fire is limited by the resulting ...[+]
Subjects: Post-heating response , Residual capacity , Fibre beam model , Concrete-filled steel tubular columns , Post-fire
Copyrigths: Reserva de todos los derechos
Source:
Structures. (eissn: 2352-0124 )
DOI: 10.1016/j.istruc.2019.04.003
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.istruc.2019.04.003
Project ID:
UJI/E-2018-18
GV/BEST/2017/141
Thanks:
The authors gratefully acknowledge the financial support given by Universitat Jaume I (Spain) E-2018-18 and by Generalitat Valenciana (Spain) BEST/2017/141 for the first author's stays as a visiting fellow at the School ...[+]
Type: Artículo

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