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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

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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

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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