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Stochastic excitation of a simple system with impact damper
Author(s) -
Masri S. F.,
Ibrahim A. M.
Publication year - 1972
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290010404
Subject(s) - damper , excitation , spectral density , nonlinear system , random vibration , vibration , gaussian , tuned mass damper , control theory (sociology) , power (physics) , physics , engineering , mechanics , mathematics , structural engineering , computer science , acoustics , statistics , quantum mechanics , control (management) , artificial intelligence
An approximate analytical solution is obtained for the stationary response of a highly nonlinear auxiliary mass damper (impact damper) attached to a single‐degree‐of‐freedom oscillator that is subjected to an excitation with white power spectral density and Gaussian probability distribution. Experimental measurements with an electronic analogue computer verify the analytical findings both qualitatively and quantitatively. Results are given for the mean‐squared level and the power spectral density of the response. The effects of various damper parameters on the response of the primary system are determined. The impact damper under consideration is shown to be substantially more effective than the conventional dynamic vibration neutralizer in controlling the response of stochastically excited primary systems.