ModalAnalysis
Solve for the unforced modal response using frequencies and mode shape vectors.
Fields
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num_eigenvalues: Integer, default =0Number of eigenvalues (frequencies) to solve for.
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max_frequency: Float, default =0.0Maximum eigenvalue to solve for.
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min_frequency: Float, default =0.0Minimum eigenvalue to solve for.
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unconstrained_dofs: Vector of Integer, default =[]If there are Dirichlet BCs but they do not constrain all the rigid body modes, the remaining modes have to be given here:
0 = displacements in the $x$ direction
1 = displacements in the $y$ direction
2 = displacements in the $z$ direction
3 = rotations in the $x$-$y$ plane
4 = rotations in the $y$-$z$ plane
5 = rotations in the $z$-$x$ plane
Note that if no Dirichlet BCs are given, Reflex automatically chooses all six modes as unconstrained.