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 Towards a consistent safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
Please use this identifier to cite or link to this item http://hdl.handle.net/10773/5566

title: Towards a consistent safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
authors: Real, P. M. M. Vila
Lopes, N.
Silva, L. Simões da
Piloto, P.
Franssen, J. M.
keywords: beam-column
buckling
lateral-torsional-buckling
fire
Eurocode 3
numerical modelling
issue date: 2003
publisher: Techno-press
abstract: 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.
URI: http://hdl.handle.net/10773/5566
ISSN: 1229-9367
publisher version/DOI: http://technopress.kaist.ac.kr/
source: Steel and Composite Structures
appears in collectionsCIVIL - Artigos

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