Fig. 4From: Seismic collapse risk of RC-timber hybrid building with different energy dissipation connections considering NBCC 2020 hazardCyclic responses of the a steel slit damper and b,c flag-shaped dampers with b \(\beta _F = 0.8\) and c \(\beta _F = 0.6\) obtained using OpenSees. For steel slit dampers, the comparison of experimental hysteretic response is also presentedBack to article page