By Alexander F. Vakakis

The papers during this quantity deal with complicated nonlinear subject matters within the common parts of vibration mitigation and process id, comparable to, equipment of study of strongly nonlinear dyanmical structures; innovations and methodologies for examining complicated, multi-frequency transitions in damped nonlinear responses; new methods for passive vibration mitigation in accordance with nonlinear distinct strength move (TET) and the linked notion of nonlinear strength sink (NES); and an summary and evaluation of present nonlinear approach id suggestions.

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Extra info for Advanced Nonlinear Strategies for Vibration Mitigation and System Identification

Sample text

At points of bifurcation, both the polynomial (7) and its derivative with respect to Z should be equal to zero: 3D 3 Z 2  2D 2 Z  D1 0 (9) It follows that to compute the bifurcation points we need to satisfy simultaneously the set of equations (7) and (9); this yields the bifurcation curve in parameter space ( A, O , V ) where SN bifurcations occur.

0 "CIGB9F &  9F;A5B - % 5I;<9M  ! 9CF;=589G /=6FC =AD57H 5HH57

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