An experimental and analytical study is made of the performance of particle dampers under wide-band random excitation. A small model, provided with a nonlinear auxiliary mass damper, was used to investigate the major system parameters that influence the performance of particle dampers: total auxiliary mass ratio, particle size, container dimension, and the intensity and direction of the excitation. It is shown that properly designed particle dampers, even with a relatively small mass ratio, can considerably reduce the response of lightly damped structures. An approximate analytical solution, which is based on the concept of an equivalent single unit-impact damper, is presented. It is shown that the approximate solution can provide an adequate estimate of the root-mean-square response of the randomly excited primary system when provided with a particle damper that is operating in the vicinity of its optimum range of parameters.
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October 1996
Research Papers
Performance of Particle Dampers Under Random Excitation
A. Papalou,
A. Papalou
Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089-2531
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S. F. Masri
S. F. Masri
Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089-2531
Search for other works by this author on:
A. Papalou
Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089-2531
S. F. Masri
Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089-2531
J. Vib. Acoust. Oct 1996, 118(4): 614-621 (8 pages)
Published Online: October 1, 1996
Article history
Received:
July 1, 1995
Online:
February 26, 2008
Citation
Papalou, A., and Masri, S. F. (October 1, 1996). "Performance of Particle Dampers Under Random Excitation." ASME. J. Vib. Acoust. October 1996; 118(4): 614–621. https://doi.org/10.1115/1.2888343
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