Effects of axial and rotational restraints on concrete-filled tubular columns under fire
Author:
Funder
Spanish “Ministerio de Ciencia e Innovación”
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference28 articles.
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3. Advanced model for predicting the fire response of concrete filled tubular columns;Espinos;J. Constr. Steel Res.,2010
4. The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames;Wang;J. Constr. Steel Res.,1999
5. Effective lengths of concrete-filled steel square hollow sections in fire;Bailey;Struct. Build.,2000
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4. Fire resistance of restrained circular concrete-filled double-skin steel tubular columns;Magazine of Concrete Research;2021-09-09
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