Research Article
Adaptive Gain Scheduled Semiactive Vibration Control Using a Neural Network
Table 3
Peak force of the damper.
| Earthquake | Passive on [kN] | Semiactive [kN] |
| El Centro NS | 6.04 | 2.97 | BCJL1 | 10.02 | 9.24 | Hachinohe NS | 11.65 | 7.83 | Kobe NS | 7.29 | 5.00 | Taft NS | 7.85 | 6.02 | Akita NS | 9.39 | 8.20 |
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