Reference : New simplified analytical method for the prediction of global stability of composite swa...
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/21874
New simplified analytical method for the prediction of global stability of composite sway frames
English
[en] Nouvelle méthode analytique pour la prédiciton de la stabilité globale de portiques mixtes souples
Ly, Dong Phuong Lam mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Département Argenco : Secteur MS2F >]
Demonceau, Jean-François mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
Jaspart, Jean-Pierre mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Sep-2008
EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures
ECCS European Convention for Constructional Steelwork
387-392
Yes
No
International
92-0147-000-90
Bruxelles
Belgique
EUROSTEEL 2008
3-5 Septembre 2008
Univesity of Graz, University of Ljubljana, University of Vienna
Graz
Autriche
[en] Sway frame ; composite structure ; analytical method
[en] In the last years, the construction of taller composite buildings and larger composite industrial halls without wind bracing systems is susceptible to make global instability a relevant failure mode. This one is not yet covered by EC4 [2]. This paper reflects investigations carried out of Liege University on this topic. In particular, an innovative simplified analytical method to predict the ultimate loading factor and the associated collapse mode of composite frames is derived.
http://hdl.handle.net/2268/21874

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