Pounding Mitigation Design and Real-Time Hybrid Simulation for a Novel Viscous Damper Applied in Bridges

Figure 9

Comparisons between the results from models II and III: (a) displacement; (b) velocity; (c) acceleration; (d) FFT of the acceleration; (e) pounding force; (f) hysteresis curve of the new damper.

(a)

(b)

(c)

(d)

(e)

(f)