scholarly journals Numerical modelling of steel beam-columns in case of fire—comparisons with Eurocode 3

2004 ◽  
Vol 39 (1) ◽  
pp. 23-39 ◽  
Author(s):  
P.M.M. Vila Real ◽  
N. Lopes ◽  
L. Simões da Silva ◽  
P. Piloto ◽  
J.-M. Franssen
Keyword(s):  
Numerical Modelling ◽  
Steel Beam ◽  
Beam Columns ◽  
Eurocode 3

scholarly journals Buckling resistance evaluation of steel beam-columns using refined General Method approach

2019 ◽  
Vol 262 ◽  
pp. 09010
Author(s):  
Zbigniew Stachura ◽  
Marian A. Gizejowski
Keyword(s):  
Steel Beam ◽  
Equation Approach ◽  
Resistance Evaluation ◽  
Beam Columns ◽  
Buckling Resistance ◽  
Eurocode 3 ◽  
Interaction Equation ◽  
Method Approach ◽  
General Method

Different aspects of Eurocode 3 General Method (GM) approaches are discussed in this paper. The purpose of present study is to improve the application of GM approach for both beam-columns without intermediate lateral-torsional restraints and with these restraints. The results from the proposed GM are compared with those from Eurocode 3-1-1 interaction equations according to Method 1 and Method 2. A better consistency between the developed GM approach and the Eurocode's interaction equation approach than Eurocode 3 GM approach is observed.

Erratum: Design strengths of steel beam–columns

1987 ◽  
Vol 14 (5) ◽  
pp. 718-718
Author(s):  
N. S. Trahair
Keyword(s):  
Steel Beam ◽  
Beam Columns

New interaction formulae for beam-columns in Eurocode 3: The French–Belgian approach

2004 ◽  
Vol 60 (3-5) ◽  
pp. 421-431 ◽  
Author(s):  
Nicolas Boissonnade ◽  
Jean-Pierre Jaspart ◽  
Jean-Pierre Muzeau ◽  
Marc Villette
Keyword(s):  
Beam Columns ◽  
Eurocode 3

Local buckling in laterally restrained steel beam-columns in case of fire

2016 ◽  
Vol 122 ◽  
pp. 543-556 ◽  
Author(s):  
Carlos Couto ◽  
Paulo Vila Real ◽  
Nuno Lopes ◽  
Bin Zhao
Keyword(s):  
Local Buckling ◽  
Steel Beam ◽  
Beam Columns
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