Abstract
The performance of various active tuned mass dampers (ATMD) is compared with that of a passive tuned mass damper (PTMD) by assessing their effectiveness in suppressing wind-induced building vibrations. Five damper configurations with varying parameters were tested. The PTMD chosen for the comparison was tuned to give it a displacement ratio of 2.5. The comparison established that the ATMD operated in a far more effective manner than the PTMD. The superior vibration control was due to the differences in operating principles between the two systems.
| Original language | English |
|---|---|
| Pages (from-to) | 38 |
| Number of pages | 1 |
| Journal | Shock and Vibration Digest |
| Volume | 32 |
| Issue number | 1 |
| Publication status | Published - Jan 2000 |
| Externally published | Yes |
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