Reference : Buckling of eccentrically loaded steel columns submitted to fire
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/31793
Buckling of eccentrically loaded steel columns submitted to fire
English
Talamona, Didier mailto [ > > ]
Franssen, Jean-Marc mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Recho, N. [ > > ]
1995
Proc. of the Intl Conf. on Fire Research and Engng
SFPE
533-538
Yes
No
International
International Conference on Fire Research and Engineering
Society of Fire Protection Engineers
Orlando
USA
[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
http://hdl.handle.net/2268/31793

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