Auxiliary mass damper for slender flexible element subject to vi

Brakes – Inertia of damping mass dissipates motion

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188268, 267136, F16F 710

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active

050206443

ABSTRACT:
Structures subject to seismic or other vibrations, such as structurally flexible elements of electrical and mechanical power plants, are effectively damped to reduce stresses resulting from such vibrations, by a system of auxiliary mass dampers. The dampers are advantageously connected to the regions of greater expected oscillation in response to such vibrations, to reduce structural stresses. A preferred auxiliary mass damper takes the form of a receptacle containing a fluent or granular material such as lead birdshot in mineral oil.

REFERENCES:
patent: 1995620 (1935-03-01), Monroe
patent: 2417347 (1947-03-01), Brown
patent: 2732040 (1956-01-01), DeVost et al.
patent: 2816752 (1957-12-01), Stene
patent: 3938625 (1976-02-01), Radermacher et al.
patent: 4350233 (1982-09-01), Buckley
patent: 4858738 (1989-08-01), Novoa

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