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

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...

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Bibliographic Details
Main Author: Vila Real, P.M.M. (author)
Other Authors: Lopes, Nuno (author), Silva, L.S. (author), Piloto, P.A.G. (author), Franssen, J.-Marc (author)
Format: article
Language:eng
Published: 2010
Subjects:
Online Access:http://hdl.handle.net/10198/2111
Country:Portugal
Oai:oai:bibliotecadigital.ipb.pt:10198/2111
Description
Summary: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.