2002
DOI: 10.1006/jsvi.2001.4241
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Effects of Base Points and Normalization Schemes on the Non-Linear Normal Modes of Conservative Systems

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Cited by 2 publications
(1 citation statement)
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“…A nonlinear normal mode has been defined by Shaw and Pierre [6] as a two-dimensional invariant manifold in the 2n-dimensional state space, such that the eigenspace of the associated linear mode is tangent to the NNM at the origin of the state space. Studies of NNM properties and methods for calculation of the modal manifolds have appeared in many works, including those by Vakakis and coworkers [7][8][9][10][11][12], Shaw and coworkers [13][14][15][16][17], Nayfeh and coworkers [18][19][20][21][22][23][24][25], and others [26][27][28][29][30][31][32][33][34][35][36]. These works may be roughly divided into several overlapping categories: (1) studies of basic phenomena associated with NNMs, including bifurcation, mode localization, and internal resonance; (2) methodologies for calculating individual NNMs; (3) applications of NNMs to physically motivated problems; and (4) obtaining reduced order models (ROMs) of nonlinear structural systems.…”
Section: Introductionmentioning
confidence: 99%
“…A nonlinear normal mode has been defined by Shaw and Pierre [6] as a two-dimensional invariant manifold in the 2n-dimensional state space, such that the eigenspace of the associated linear mode is tangent to the NNM at the origin of the state space. Studies of NNM properties and methods for calculation of the modal manifolds have appeared in many works, including those by Vakakis and coworkers [7][8][9][10][11][12], Shaw and coworkers [13][14][15][16][17], Nayfeh and coworkers [18][19][20][21][22][23][24][25], and others [26][27][28][29][30][31][32][33][34][35][36]. These works may be roughly divided into several overlapping categories: (1) studies of basic phenomena associated with NNMs, including bifurcation, mode localization, and internal resonance; (2) methodologies for calculating individual NNMs; (3) applications of NNMs to physically motivated problems; and (4) obtaining reduced order models (ROMs) of nonlinear structural systems.…”
Section: Introductionmentioning
confidence: 99%