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

Figure 13

Control effect of structural interstory drift under 0.3 g peak value conditions (dashed lines indicate different schemes, blue solid lines indicate the mean value of the different schemes, and green solid lines indicate the uncontrolled structures): (a) El Centro; (b) Hachinohe; (c) Kobe; (d) Northridge.

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(b)

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