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Steel and Composite Structures   Volume 3, Number 6, December 2003, pages 383-401
DOI: http://dx.doi.org//10.12989/scs.2003.3.6.383
 
Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
P.M.M. Vila Real, N. Lopes, L. Simoes da Silva, P. Piloto and J.-M. Franssen

 
Abstract     [Full Text]
    Two new formulae for the design of beam-columns at room temperature have been proposed into Eurocode 3, prEN 1993-1-1 (2002), and are the result of great efforts made by two working groups that followed different approaches, a French-Belgian team and an Austrian-German one. Under fire conditions thernprEN 1993-1-2 (structural fire design) presents formulae, for the design of beam-columns based on the prENV 1993-1-1 (1992). In order to study the possibility of having, in part 1-1 and part 1-2 of the Eurocode 3, the same approach, a numerical research was made using the finite element program SAFIR, developed at the University of Liege for the study of structures subjected to fire.rn
 
Key Words
    beam-column; buckling; lateral-torsional-buckling; fire; Eurocode 3; numerical modelling.
 
Address
P.M.M. Vila Real, N. LopesrnDepartment of Civil Engineering, University of Aveiro, 3810 Aveiro, PortugalrnrnL. Simoes da SilvarnDepartment of Civil Engineering, University of Coimbra, 3030-290 Coimbra, PortugalrnrnP. PilotornDepartment of Mechanical Engineering, Polytechnic of Braganca, Braganca, PortugalrnrnJ.-M. FranssenrnDepartment M&S, University of Liege, Liege, Belgium
 

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