No full text
Article (Scientific journals)
Fire resistance of columns in steel frames
Franssen, Jean-Marc; Dotreppe, Jean-Claude
1992In Fire Safety Journal, 19 (2 - 3), p. 159-175
Peer Reviewed verified by ORBi
 

Files


Full Text
No document available.

Send to



Details



Keywords :
Fire Resistance; Steel; Column
Abstract :
[en] The standard fire resistance test is not appropriate for predicting the behaviour of steel frames under fire conditions. The simplified theories that have been published in approved national and international documents apply to some restricted particular cases of single elements (beams, columns). In most practical circumstances beams and columns are subjected to a combination of axial forces and bending moments and have variable restraint and displacement conditions at their ends. The problem is particularly complicated for columns. For this type of situation advanced computer programs can at the present time provide a satisfactory method for the determination of the fire resistance. This paper illustrates the preceding comments by evaluating the fire endurance of an unbraced steel frame with two loading conditions.
Disciplines :
Civil engineering
Author, co-author :
Franssen, Jean-Marc  ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Dotreppe, Jean-Claude ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Struct. en béton, struc. en bois et résist. au feu
Language :
English
Title :
Fire resistance of columns in steel frames
Publication date :
1992
Journal title :
Fire Safety Journal
ISSN :
0379-7112
eISSN :
1873-7226
Publisher :
Elsevier Science, Oxford, United Kingdom
Volume :
19
Issue :
2 - 3
Pages :
159-175
Peer reviewed :
Peer Reviewed verified by ORBi
Available on ORBi :
since 11 May 2010

Statistics


Number of views
82 (6 by ULiège)
Number of downloads
0 (0 by ULiège)

Scopus citations®
 
29
Scopus citations®
without self-citations
29
OpenCitations
 
21

Bibliography


Similar publications



Contact ORBi