AIAA Journal · 1991 · 132 citations · 4 references
EngineeringMechanical EngineeringStructural DynamicsVibrationDamped VibrationFree VibrationStructural DampingStructural VibrationVibration ControlActive DampingEquivalent Single-degree-of-freedom SystemFree Vibration ResponseHysteretic BehaviorHysteretic DampingHysteretic ModelingVariable Stiffness SystemsVibration Reduction
The active vibration suppression with this type of variable-stiffness member is shown to be always stable. A theoretical investigation on a single-degree-of-freedom system shows potential high efficiency for this type of variable-stiffness system due to its unique hysteretic characteristics
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