Affiliation:
1. Department of Mechanical Engineering, Queens Building, University of Bristol, Bristol BS8 1TR, UK
Abstract
Vibration problems are naturally formulated with second-order equations of motion. When the vibration problem is nonlinear in nature, using normal form analysis currently requires that the second-order equations of motion be put into first-order form. In this paper, we demonstrate that normal form analysis can be carried out on the second-order equations of motion. In addition, for forced, damped, nonlinear vibration problems, we show that the invariance properties of the first- and second-order transforms differ. As a result, using the second-order approach leads to a simplified formulation for forced, damped, nonlinear vibration problems.
Subject
General Physics and Astronomy,General Engineering,General Mathematics
Cited by
66 articles.
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