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- W4243615396 endingPage "2004" @default.
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- W4243615396 abstract "The use of active feedback elements to produce damping of multiresonant structures has been extended to include the case where the damping-force generator is supported by the structure being damped instead of by a rigid external base as previously reported. The theoretical damping equation and a design procedure for the structure-borne active damper are presented. Agreement between theory and experiment for the particular case of a 48-in.-long uniform beam is quite good. A simultaneous reduction in resonant mobilities of all resonances lying below 10 kc/sec has been demonstrated. The reduction obtained was equivalent to that achieved for the previously reported case in which the damping-force generator was supported by a rigid (external) base. At some high-Q modes, the reduction was as much as 30 dB." @default.
- W4243615396 created "2022-05-12" @default.
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- W4243615396 date "1964-10-01" @default.
- W4243615396 modified "2023-10-16" @default.
- W4243615396 title "Investigation of Structure‐Borne Active Vibration Dampers" @default.
- W4243615396 doi "https://doi.org/10.1121/1.1939288" @default.
- W4243615396 hasPublicationYear "1964" @default.
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