Development and Analysis of the Control Effect of a Reid Damper with Self-Centering Characteristics

Figure 17

Control effect of structural maximum acceleration under 0.51 g conditions (dashed lines indicate different schemes, blue solid lines indicate the mean value of different schemes, and green solid lines indicate uncontrolled structures): (a) El Centro; (b) Hachinohe; (c) Kobe; (d) Northridge.

(a)

(b)

(c)

(d)