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

Author:

Vila Real P.M.M.,Lopes N.,Simões da Silva L.,Franssen J.-M.

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference15 articles.

1. European Committee for Standardisation. ENV 1993-1-2, Eurocode 3, Design of steel structures—part 1-2. General rules—structural fire design. Brussels, Belgium, 1995.

2. Vila Real PMM, Franssen J-M. Lateral buckling of steel I beams under fire conditions—comparison between the EUROCODE 3 and the SAFIR code. Internal Report no. 99/02, Institute of Civil Engineering—Service Ponts et Charpents—of the University of Liege, 1999.

3. Numerical modelling of lateral buckling of steel I beams under fire conditions—comparison with Eurocode 3;Vila Real;J Fire Prot Eng,2001

4. A new proposal of a simple model for the lateral–torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation;Vila Real;J Constr Steel Res,2003

5. European Committee for Standardisation. EN 1993-1-2, Eurocode 3, Design of steel structures—part 1-2. General rules—structural fire design. Brussels, Belgium, 2005.

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