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

Figure 8

Comparisons between the results from models I and II: (a) displacement; (b) velocity; (c) acceleration; (d) FFT of acceleration; (e) hysteresis curve of the idealized damper; (f) hysteresis curve of the traditional damper.

(a)

(b)

(c)

(d)

(e)

(f)