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5. Triangulation frames with eccentric bars
5.1 Reminders
The analysis of frames with eccentric bar triangulation does not present the difficulties encountered in frames with centric bar triangulation, as the dissipative zones are not located in bars subjected to alternating buckling/plastic tension under cyclic action. Diagonals are not dissipative. They are designed to be over-resistant to the "eccentric sections" or "seismic links" that plasticize in bending and/or shear (see figure
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Triangulation frames with eccentric bars
General design of earthquake-resistant steel-frame buildings
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Association Française de Normalisation AFNOR
- Eurocode 8 : Calcul des structures pour leur résistance aux séismes. Partie 1 : Règles générales, actions sismiques et règles pour les bâtiments. (Eurocode 8). CEN, Comité Européen de Normalisation. - NF EN 1998-1:2005 - 2005
- Annexe nationale à NF EN 1998-1. - NF EN 1998-1/NA - Décembre 2007
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