|Reference : Stability of Steel Columns in Case of Fire : Experimental evaluation|
|Scientific journals : Article|
|Engineering, computing & technology : Civil engineering|
|Stability of Steel Columns in Case of Fire : Experimental evaluation|
|Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]|
|Talamona, didier [ > > ]|
|Kruppa, Joël [CTICM > > > >]|
|Cajot, Louis-Guy [ArcelorMittal > > > >]|
|Journal of Structural Engineering|
|American Society of Civil Engineers|
|Yes (verified by ORBi)|
|[en] fire resistance ; steel ; column|
|[en] This paper explains how the buckling curve for steel columns subjected to fire that had been derived on the base on extendive numerical simulations have been calibrated against a wide set of full scale experimental test results. The model has eventually been incorporated in Eurocode 3.|
|Researchers ; Students|
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