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-Reference-Cited by-同舟云学术

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

Published:2003-02 Issue:2 Volume:59 Page:179-199
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Vila Real P.M.M,Piloto P.A.G,Franssen J.-M

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. 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.

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

3. Elastic flexural-torsional buckling of structures by computer;Papangelis;J Comput Struct,1998

4. Timoshenko PS, Gere JM. Theory of elastic stability. McGraw Hill Intern. Editions; 1963.

5. Flexural-torsional buckling of structures;Trahair,1993

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