Pilot Study for Investigating the Cyclic Response of the Recentering Bridge Bearing System Combined with the Friction Damper

Figure 10

Total behavior of the traditional steel bearing systems with the friction damper.

(a) STE-0.05 model

(b) STE-0.10 model

(c) STE-0.15 model

(d) STE-0.20 model

(e) STE-0.25 model

(f) STE-0.30 model

(g) STE-0.35 model

(h) STE-0.40 model