Reference : Towards a consistant safety format of steel beam-columns: application of the new inte...
Scientific journals : Article
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/2925
Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
English
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 mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Dec-2003
Steel & Composite Structures
Techno-Press
3
6
383-401
Yes (verified by ORBi)
International
1229-9367
Daejeon
[en] beam-column ; buckling ; lateral-torsional-buckling ; fire ; Eurocode 3 ; numerical modelling
[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.
Researchers ; Professionals
http://hdl.handle.net/2268/2925

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