Reference : Buckling of eccentrically loaded steel columns submitted to fire

	Document type :	Scientific congresses and symposiums : Paper published in a book
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/2268/31793

Title :	Buckling of eccentrically loaded steel columns submitted to fire
Language :	English
Author, co-author :	Talamona, Didier [ > > ]
	Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
	Recho, N. [ > > ]
Publication date :	1995
Main document title :	Proc. of the Intl Conf. on Fire Research and Engng
Publisher :	SFPE
Pages :	533-538
On invitation :	No
Audience :	International
Event name :	International Conference on Fire Research and Engineering
Event organizer :	Society of Fire Protection Engineers
Event place (city) :	Orlando
Event country :	USA
Keywords :	[en] fire resistance ; steel ; column ; excenticity ; simple model
Abstract :	[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.
Target :	Researchers ; Professionals
Permalink :	http://hdl.handle.net/2268/31793

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