Strength of compact steel beams with partial restraint

Journal of Constructional Steel Research

Volumn 53, Issue 2, 2000, Pages 183-200

  Bradford, M A ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Buckling; Design rules; Distortion; Full restraint; Inelasticity; Plastic moment; Strength

Indexed keywords

BUCKLING; COMPACTION; FINITE ELEMENT METHOD; FLANGES; PLASTICITY; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; TENSILE STRENGTH;

COMPACT STEEL BEAMS; LATERAL-TORSIONAL BUCKLING; PLASTIC MOMENT CAPACITY; TENSION FLANGES; VLASOV ASSUMPTION;

STEEL BEAMS AND GIRDERS;

EID: 0033874374     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00066-8     Document Type: Article

References (19)

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