An experimental study of the fire performance of non-sway loaded concrete-filled steel tubular column assemblies with extended end plate connections

Journal of Constructional Steel Research

Volumn 59, Issue 7, 2003, Pages 819-838

  Wang, Y C ^a   Davies, J M ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Bending moments; Concrete filled columns; Effective length; Fire engineering design calculations; Fire resistance; Fire tests; Local buckling; Restrained columns

Indexed keywords

BENDING (DEFORMATION); BUCKLING; CONCRETES; FLAMMABILITY TESTING; STEEL CONSTRUCTION; STRUCTURAL LOADS;

FIRE PERFORMANCE;

COLUMNS (STRUCTURAL);

CONCRETE STRUCTURE; FIRE RESISTANCE;

EID: 0037411216     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00092-5     Document Type: Article

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