The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames

Journal of Constructional Steel Research

Volumn 50, Issue 2, 1999, Pages 177-197

  Wang, Y C ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Bending moment; Composite columns; Design method; Fire resistance; Interaction; Structural continuity

Indexed keywords

BENDING MOMENTS; CODES (STANDARDS); COLUMNS (STRUCTURAL); COMPOSITE MATERIALS; CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; FIRE RESISTANCE; STRUCTURAL ANALYSIS; TEMPERATURE DISTRIBUTION;

COMPOSITE COLUMNS; STRUCTURAL CONTINUITY;

STEEL BEAMS AND GIRDERS;

FIRE;

EID: 0033136401     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)00245-4     Document Type: Article

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