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Fire resistance of axially loaded slender concrete filled steel tubular columns. Development of a Three-dimensional numerical model and comparison with eurocode 4

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Fire resistance of axially loaded slender concrete filled steel tubular columns. Development of a Three-dimensional numerical model and comparison with eurocode 4

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Espinós Capilla, A.; Hospitaler Pérez, A.; Romero, ML. (2009). Fire resistance of axially loaded slender concrete filled steel tubular columns. Development of a Three-dimensional numerical model and comparison with eurocode 4. Acta Polytechnica. 49(1):39-43. http://hdl.handle.net/10251/102170

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Title: Fire resistance of axially loaded slender concrete filled steel tubular columns. Development of a Three-dimensional numerical model and comparison with eurocode 4
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:
[EN] In recent years, concrete filled tubular (CFT) columns have become popular among designers and structural engineers, due to a series of highly appreciated advantages: high load-bearing capacity, high seismic resistance, ...[+]
Subjects: Fire resistance , Concrete filled steel tubular columns , Finite element analysis
Copyrigths: Reserva de todos los derechos
Source:
Acta Polytechnica. (issn: 1210-2709 )
Publisher:
Czech Technical University in Prague - Central Library
Publisher version: https://ojs.cvut.cz/ojs/index.php/ap/index
Type: Artículo

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