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GENERAL PRESENTATION OF EC
REQUIREMENTS AND METHODS OF EC 8
12 other sections not shown
accelerograms analysis beam behaviour factor behaviour of timber bending bolts bracing Buchanan calculated capacity Ceccotti Civil Engineering coefficient collapse acceleration compression concrete damping ratio deformation diaphragms displacement dowels draft ductility ductility demand dynamic Earthquake Engineering earthquake loading earthquake resistance elastic response spectrum energy dissipation Eurocode European evaluated factor q failure Firenze floor forces glued glued laminated timber glulam horizontal hysteretic IDRS Kalamata laminated veneer lumber LEDRS limit limit states design linear elastic material maximum mechanical method nails non-linear parameters peak ground acceleration plastic plywood portal frame q-factor ratio reinforced requirements response spectrum rotation sample SDOF system seismic action seismic analysis seismic design seismic zones semi-rigid semirigid connections shear panels shown in figure soil profiles specific spectra static steel stiffness storey strength stress structural system tension tests timber construction timber elements timber framed timber structures vertical Vignoli walls wood buildings workshop Zealand