| Reference : Buckling curves of hot rolled H steel sections submitted to fire |
| Reports : External report | |||
| Engineering, computing & technology : Civil engineering | |||
| http://hdl.handle.net/2268/38032 | |||
| Buckling curves of hot rolled H steel sections submitted to fire | |
| English | |
| Schleich, Jean-Baptiste [ > > ] | |
Cajot, Louis-Guy [arcelormittal > > > >] | |
Kruppa, Joël [CTICM > > > >] | |
| Talamona, Didier [ > > ] | |
| Azpiazu, W. [Labein > > > >] | |
| Unanua, Janier [Labein > > > >] | |
| Twilt, Leen [TNO > > > >] | |
| Fellinger, Joris [TNO > > > >] | |
| Van Foeken, R, J [TNO > > > >] | |
Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >] | |
| 1998 | |
| C.E.C. | |
| 333 | |
| EUR 18380 | |
| Brussels | |
| Belgium | |
| [en] Fire resistance ; Steel ; Column ; buckling ; numerical modelling ; experimental tests ; simple model | |
| [en] Report of the research work at the base of the design equation introduced in Eurocode 3 (EN 1993-1-2) for the stability of steel columns under axial loading or combined axial and bending loading. | |
| R.F.C.S. | |
| Researchers ; Professionals | |
| http://hdl.handle.net/2268/38032 |
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