Parametric analysis of the lateral-torsional buckling resistance of steel beams in case of fire

Fire Safety Journal

Volumn 42, Issue 6-7, 2007, Pages 416-424

  Vila Real, P M M ^a   Lopes, N ^a   Simoes da Silva L ^b   Franssen, J M ^c  

^a UNIVERSITY OF AVEIRO   (Portugal)

^b UNIVERSITY OF COIMBRA   (Portugal)

^c UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

Eurocode 3; Fire design; Lateral torsional buckling; New proposal; Numerical modelling; Residual stresses; Steel beams

Indexed keywords

ACCIDENT PREVENTION; BENDING (DEFORMATION); BUCKLING; COMPUTER SIMULATION; FINITE ELEMENT METHOD; PARAMETER ESTIMATION; RESIDUAL STRESSES;

COLD DESIGN; DESIGN CURVES; EUROCODE 3; FIRE DESIGN; LATERAL-TORSIONAL BUCKLING; NON-UNIFORM BENDING;

STEEL BEAMS AND GIRDERS;

EID: 34548502711     PISSN: 03797112     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.firesaf.2006.11.010     Document Type: Article

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