fire resistance; ultimate limit state; step by step; numerical modelling
Abstract :
[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.
Disciplines :
Civil engineering
Author, co-author :
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Language :
English
Title :
Time history versus ultimate state design in structures submitted to the fire
Publication date :
1996
Event name :
3rd CIB/W14 FSF, Workshop on Modelling
Event organizer :
CIB
Event place :
Rijswijk, Netherlands
Event date :
25-26 January 1993
Audience :
International
Main work title :
3rd CIB/W 14 FSF, Workshop on Modelling
Editor :
Twilt, Leen
Publisher :
TNO Building and Construction research, Rijswijk, Netherlands