Numerical simulation of a full scale fire test on a loaded steel framework

[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

Publication date :

1995

Journal title :

Journal of Constructional Steel Research

ISSN :

0143-974X

eISSN :

1873-5983

Publisher :

Elsevier Science, Oxford, United Kingdom

Volume :

Pages :

377-407

Peer reviewed :

Peer Reviewed verified by ORBi

Available on ORBi :

since 11 May 2010

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Bibliography

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