Application of Support Vector Machine-Based Semiactive Control for Seismic Protection of Structures with Magnetorheological Dampers

Figure 13

Velocity responses of every storey under different earthquake waves: (a) El Centro seismic wave; (b) Hachinohe seismic wave; (c) Kobe seismic wave; (d) Shanghai artificial seismic wave.

(a)

(b)

(c)

(d)