|Reference : Stability of Steel Columns in Case of Fire : Numerical Modelling|
|Scientific journals : Article|
|Engineering, computing & technology : Civil engineering|
|Stability of Steel Columns in Case of Fire : Numerical Modelling|
|Talamona, didier [ > > ]|
|Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]|
|Schleich, Jean-Baptiste [ > > ]|
|Kruppa, Joël [CTICM > > > >]|
|Journal of Structural Engineering|
|American Society of Civil Engineers|
|Yes (verified by ORBi)|
|[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.|
|Researchers ; Professionals ; Students|
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