[en] A single bay single storey steel portal frame has been tested under fire conditions. It is here simulated using hte non linear computer code CEFICOSS. The elements have composite steel-concrete sections for the thermal analysis, but only the steel part of the sections is load bearing.
Disciplines :
Civil engineering
Author, co-author :
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Cooke, C. M. E.
Latham, D. J.
Language :
English
Title :
Numerical simulation of a full scale fire test on a loaded steel framework
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