Reference : Stability of Steel Columns in Case of Fire : Numerical Modelling
Scientific journals : Article
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/36223
Stability of Steel Columns in Case of Fire : Numerical Modelling
English
Talamona, didier mailto [ > > ]
Franssen, Jean-Marc mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Schleich, Jean-Baptiste [ > > ]
Kruppa, Joël mailto [CTICM > > > >]
Jun-1997
Journal of Structural Engineering
American Society of Civil Engineers
123
6
713-720
Yes (verified by ORBi)
International
0733-9445
Reston
VA
[en] Fire resistance ; steel ; column ; numerical simulation ; simple model ; buckling
[en] This paper describes the numerical simulations that have been performed within the frame of an ECSC reserch project. This research project lead to the buckling curve that has been considered in Eurocode 3 for the design of steel colmns subjected to fire.
RFCS
Researchers ; Professionals ; Students
http://hdl.handle.net/2268/36223

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