Article (Scientific journals)
Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
Vila Real, Paulo; Lopes, Nuno; da Silva, Luis et al.
2003In Steel and Composite Structures, 3 (6), p. 383-401
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Keywords :
beam-column; buckling; lateral-torsional-buckling; fire; Eurocode 3; numerical modelling
Abstract :
[en] 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 the prEN 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 4 structures subjected to fire.
Disciplines :
Civil engineering
Author, co-author :
Vila Real, Paulo;  University of Aveiro
Lopes, Nuno;  University of Aveiro
da Silva, Luis;  University of Coïmbra
Piloto, Paulo;  Techn. University of Bragança
Franssen, Jean-Marc  ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Language :
English
Title :
Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
Publication date :
December 2003
Journal title :
Steel and Composite Structures
ISSN :
1229-9367
eISSN :
1598-6233
Publisher :
Techno-Press
Volume :
3
Issue :
6
Pages :
383-401
Peer reviewed :
Peer Reviewed verified by ORBi
Available on ORBi :
since 19 December 2008

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