Eigen Command

From OpenSeesWiki
Revision as of 19:05, 12 May 2010 by Fmk (talk | contribs)
Jump to navigation Jump to search




This command is used to perform the analysis.

analyze <$type> <$solver> $numEigenvalues

$numEigenvalues number of eigenvalues required
$type optional string detailing type of eigen analysis, -standard of -generalized (default generalized)
$solver optional string detailing type of solver, -UmfPack, -genBandArpack, -symmBandLapack, -SuperLU (default genBandArpack)


RETURNS:

a tcl string containg eigenvalues.


NOTES:

  1. The eigenvectors are stored at the nodes and can be printed out using a Node Recorder, the nodeEigenvector command, or the Print command.
  2. The current eigensolver is able to solve only for N-1 eigenvalues, where N is the number of interial DOFs. When running into this limitation, the user should add negligible masses to additional unrestrained degrees of freedom.

THEORY:

Standard Problem:

<math> \left (K - \lambda I \right ) \Phi = 0 </math>

Generalized Problem:

<math> \left (K - \lambda M \right ) \Phi = 0 </math>



EXAMPLE:

set eigenvalues [eigenvalue 10];



Code Developed by: fmk