| Earthquake | Maximum Displacement (mm) | Maximum Damping Force (kN) | % Reduction in Displacement | % Increase in Damping Force | |||
|---|---|---|---|---|---|---|---|
| Without MR Damper | 0A | 3A | 0A | 3A | 0A to 3A | 0A to 3A | |
| El Centro | 85.13 | 66.30 | 6.58 | 2.21 | 10.1 | 90.07 | 357.01 |
| Northridge | 306.27 | 190.43 | 51.95 | 5.3 | 9.9 | 72.71 | 86.79 |
| Petrolia | 267.17 | 236.38 | 9.56 | 2.05 | 10.1 | 95.95 | 392.68 |
| Loma Prieta | 143.87 | 113.48 | 0.1302 | 2.2 | 5.3 | 99.88 | 140.9 |
| Average | 200.61 | 151.64 | 17.06 | 2.94 | 8.85 | 89.65 | 244.34 |