Open Access
Table 5
Time-domain response results of horizontal vibration acceleration of the elevator car frame.
| RMS (m/s2) | MEAN (m/s2) | MAX (m/s2) | |||
|---|---|---|---|---|---|
| Elevator car frame | Uncontrolled | No load | 0.1144 | 0.0914 | 0.3905 |
| Medium load | 0.1197 | 0.0955 | 0.4202 | ||
| Full load | 0.1241 | 0.0992 | 0.4525 | ||
| BP-NNC | No load | 0.0716 | 0.0531 | 0.3234 | |
| Medium load | 0.0670 | 0.0507 | 0.2799 | ||
| Full load | 0.0702 | 0.0536 | 0.3395 | ||
| FNNC | No load | 0.0491 | 0.0389 | 0.1686 | |
| Medium load | 0.0489 | 0.0387 | 0.1671 | ||
| Full load | 0.0488 | 0.0386 | 0.1671 |
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