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Four optimization strategies were used to improve the average vibration isolation between the base and the end of a 10-m long two-dimensional (2D) cantilever truss structure. These were combinations of optimizing the structure geometry and the application of active vibration control (AVC) with optimal actuator positions. A power distribution analysis to investigate the mechanisms by which each strategy achieves reductions in the vibration transmission is reported. The trade-off is also explored between the freedom allowed in the size of the geometric changes and the number of actuators used in an AVC system to achieve a given level of vibration attenuation. © 2001 Acoustical Society of America.

Original publication

DOI

10.1121/1.1381022

Type

Journal article

Journal

Journal of the Acoustical Society of America

Publication Date

21/08/2001

Volume

110

Pages

1191 - 1194