Fig. 10From: Seismic collapse risk of RC-timber hybrid building with different energy dissipation connections considering NBCC 2020 hazardCollapse fragility curves for the 6-story RC-CLT hybrid building with a steel slit dampers, and b,c flag-shaped dissipators having b \(\beta _F = 0.8\), and c \(\beta _F = 0.6\)Back to article page