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|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|
Silva, L. Simões da
Franssen, J. M.
|issue date: ||2003|
|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.|
|publisher version/DOI: ||http://technopress.kaist.ac.kr/|
|source: ||Steel and Composite Structures|
|appears in collections||CIVIL - Artigos|
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