Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control
✍ Scribed by Hrovat, Davorin; Barak, Pinhas; Rabins, Michael
- Book ID
- 118124255
- Publisher
- American Society of Civil Engineers
- Year
- 1983
- Tongue
- English
- Weight
- 745 KB
- Volume
- 109
- Category
- Article
- ISSN
- 0733-9399
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
Uncertainties in the main structure dynamic properties as well as those in the characteristics of the excitation may cause a deterioration of the performance of Tuned Mass Dampers. This may happen because the choice of tuning and damping ratio of the auxiliary system, based on the expected values of
A semi-active tuned mass damper (TMD) which is capable of adjusting initial displacement and damping is applied to seismic protection of structures. Control algorithms are derived in closed forms using perturbation analysis on modal properties of the sinigle degree of freedom (SDOF) structure/TMD sy