Detalhes do Documento

Towards a consistent safety format of steel beam-columns: application of the new interaction formulae from ambient temperature to elevated temperatures

Autor(es): Vila Real, Paulo M.M. ; Lopes, Nuno ; Silva, Luís Simões ; Piloto, P.A.G. ; Franssen, J.-Marc

Data: 2003

Identificador Persistente: http://hdl.handle.net/10198/2111

Origem: Biblioteca Digital da UPB

Assunto(s): Beam-column; Buckling; Lateral-torsional-buckling; Fire; Eurocode 3; Numerical modelling


Descrição

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 of structures subjected to fire.

Tipo de Documento Artigo científico
Idioma Inglês
Contribuidor(es) Biblioteca Digital da UPB
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