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.
Disciplines :
Civil engineering
Author, co-author :
Talamona, Didier
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Recho, N.
Language :
English
Title :
Buckling of eccentrically loaded steel columns submitted to fire
Publication date :
1995
Event name :
International Conference on Fire Research and Engineering
Event organizer :
Society of Fire Protection Engineers
Event place :
Orlando, United States
Audience :
International
Main work title :
Proc. of the Intl Conf. on Fire Research and Engng
