Eigen Command: Difference between revisions
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{| | {| | ||
| style="background: | | style="background:light green; color:black; width:800px" | '''eigen <$type> <$solver> $numEigenvalues''' | ||
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| '''$type''' || optional string detailing type of eigen analysis: -standard or -generalized (default: -generalized) | | '''$type''' || optional string detailing type of eigen analysis: -standard or -generalized (default: -generalized) | ||
|- | |- | ||
| '''$solver'''|| optional string detailing type of solver: -genBandArpack, | | '''$solver'''|| optional string detailing type of solver: -genBandArpack, -fullGenLapack, -UmfPack, -SuperLU (default: -genBandArpack) | ||
|} | |} | ||
Revision as of 00:44, 1 June 2013
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This command is used to perform the analysis.
eigen <$type> <$solver> $numEigenvalues |
$numEigenvalues | number of eigenvalues required |
$type | optional string detailing type of eigen analysis: -standard or -generalized (default: -generalized) |
$solver | optional string detailing type of solver: -genBandArpack, -fullGenLapack, -UmfPack, -SuperLU (default: -genBandArpack) |
RETURNS:
a tcl string containg eigenvalues.
NOTES:
- The eigenvectors are stored at the nodes and can be printed out using a Node Recorder, the nodeEigenvector command, or the Print command.
- The default eigensolver is able to solve only for N-1 eigenvalues, where N is the number of inertial DOFs. When running into this limitation the -fullGenLapack solver can be used instead of the default Arpack solver.
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 [eigen 10];
Code Developed by: fmk