Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire

Journal of Constructional Steel Research

Volumn 61, Issue 7, 2005, Pages 882-901

  Han, Lin Hai ^a   Huo, Jing Si ^a   Wang, Yong Chang ^b  

^a FUZHOU UNIVERSITY   (China)

^b UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Beams; Bending moment capacity; Composite columns; Concrete; Flexural bending stiffness; Hollow sections; Post fire; Residual strength

Indexed keywords

BENDING MOMENTS; BUCKLING; COMPRESSIVE STRENGTH; CONCRETES; ELASTICITY; STEEL; STIFFNESS; STRAIN;

BEAMS; BENDING MOMENT CAPACITY; COMPOSITE COLUMNS; FLEXURAL BENDING STIFFNESS; HOLLOW SECTIONS; POST-FIRE; RESIDUAL STRENGTH;

TUBES (COMPONENTS);

EID: 15544389341     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.12.005     Document Type: Article

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