Controllable Truss-Frame Nodes in Semi-Active Damping of Vibrations

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In recent years, vibration damping strategies based on semi-active management of strain energy have attracted a large interest and were proven highly effective. However, most of published research considers simple one degree of freedom systems or study the same basic example (the first vibration mode of a cantilever beam) with the same control strategy. This contribution focuses on truss-frame nodes with controllable moment-bearing ability. It proposes and tests an approach that allows the control strategy to be extended to more complex structures and vibration patterns.

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89-94

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October 2016

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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