|Reference : Buckling of eccentrically loaded steel columns submitted to fire|
|Scientific congresses and symposiums : Paper published in a book|
|Engineering, computing & technology : Civil engineering|
|Buckling of eccentrically loaded steel columns submitted to fire|
|Talamona, Didier [ > > ]|
|Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]|
|Recho, N. [ > > ]|
|Proc. of the Intl Conf. on Fire Research and Engng|
|International Conference on Fire Research and Engineering|
|Society of Fire Protection Engineers|
|[en] fire resistance ; steel ; column ; excenticity ; simple model|
|[en] An interaction equation is proposed for steel columns subjected to fire under non axial loading. it is based on extensive numerical modelling and has been calibrated by comparison with several doezns of full scale fire tests. This model has been subsequently incorporated in Eurocode 3.|
|Researchers ; Professionals|
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