The application of active multiple tuned mass dampers (AMTMD) for suppressing
translational and torsional responses is addressed for a simplified two-degree of
freedom structure, able to represent the dynamic characteristics of general
asymmetric structures subject to ground motions. By employing the developed
optimum parameter and effectiveness criteria of the AMTMD, the influences of the
normalized eccentricity ratio and the torsional-to-translational frequency ratio of
asymmetric structures on the optimum parameters and effectiveness of the AMTMD
are investigated in detail. For comparison purposes, the results of a single active
tuned mass damper also are taken into consideration.
Keywords
vibration control, active multiple tuned mass dampers,
asymmetric structures, ground acceleration,
torsional-to-translational frequency ratio, normalized
eccentricity ratio, damping, structural control