Reference : Fire tests made for the ATTEL RFCS research project
Diverses speeches and writings : Conference given outside the academic context
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/98776
Fire tests made for the ATTEL RFCS research project
English
Franssen, Jean-Marc mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Dumont, Fabien mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Wellens, Eric mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Struct. en béton, struc. en bois et résist. au feu >]
Tondini, Nicola mailto [University of Trento > > > >]
Hoang, Van Long mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Demonceau, Jean-François mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
15-Sep-2011
16 slides
International
ECCS TC3 Annual meeting
15-16 Sept. 2011
ECCS TC3
Paris
France
[en] Fire resistance ; test ; high strength steel ; hollow section ; joint ; column base
[en] The ATTEL project (Performance-Based approaches for high strength tubular columns and connections during earthquake and fire loadings) aims at developing performance-based design approaches where the capacity design of steel grades up to S690 and S700MC – widely used in seismic engineering to avoid brittle failure and ensure ductile behaviour – will be extended to high strength steel circular hollow section structures to prevent failure and collapse under both earthquake and fire loading. Within this research projects, fire resistance tests have been performed on 4 columns, 4 beam-to-column joints and 3 column bases. The main features and results of these tests are presented here.
Research Fund for Coal and Steel
Performance-Based approaches for high strength tubular columns and connections during earthquake and fire loadings: ATTEL
Researchers
http://hdl.handle.net/2268/98776

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