Structural Behaviour of Timber Constructions in Seismic ZonesA. Ceccotti |
Contents
SESSION | 1 |
GENERAL PRESENTATION OF EC | 19 |
REQUIREMENTS AND METHODS OF EC 8 | 81 |
17 other sections not shown
Common terms and phrases
accelerograms analysis aseismic beam behaviour factor behaviour of timber bending bolts bracing Buchanan calculated capacity Ceccotti Civil Engineering coefficient collapse acceleration compression concrete connections damping ratio deformation diaphragms displacement dowels draft ductility dynamic Earthquake Engineering earthquake loading energy dissipation Eurocode European evaluated factor q failure floor forces glued glued laminated timber glulam horizontal hysteresis hysteretic IDRS Ingegneria joints Kalamata kN/m laminated veneer lumber LEDRS Lefkada limit limit states design linear linear elastic material maximum mechanical method nails oscillator parameters plastic plate plywood portal frame q values q-factor ratio reinforced requirements response spectrum rotation SDOF system seismic action seismic design seismic zones semi-rigid SFRJ shear panels shear walls shown in figure soil profiles specific spectra static steel stiffness storey strength stress tension timber construction timber elements timber framed timber structures TOLMEZZO vertical VIGNOLI walls wood buildings Wood framed Zealand