Time history versus ultimate state design in structures submitted to the fire
English
Franssen, Jean-Marc[Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
1996
3rd CIB/W 14 FSF, Workshop on Modelling
Twilt, Leen
TNO Building and Construction research
96-CVB-R0365
113-118
No
International
Rijswijk
The Netherland
3rd CIB/W14 FSF, Workshop on Modelling
25-26 January 1993
CIB
Rijswijk
The Netherland
[en] fire resistance ; ultimate limit state ; step by step ; numerical modelling
[en] It is shown that, in some cases, a determination of the ultimate load bearing capacity at a given (requested) fire resistance time is nearly equivalent to the fire resistance time obtained in a transient analysis when the structure is submitted to the same load.