.. _V5.03.106:

**v5.03.106** SDNV106 — Eigenvalue analysis in DYNA_NON_LINE (stability and vibration modes)
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**Summary:**

This test case makes it possible to validate the buckling analysis, as well as the vibratory modal analysis in DYNA_NON_LINE.

A single modeling is used: Massive A modeling :math:`\mathrm{3D}` composed of HEXA8 meshes.


.. toctree::
    :hidden:

    self

.. toctree::
    :maxdepth: 2
    :numbered:

    Probl_me_de_r_f_rence
    Solution_de_R_f_rence
    Mod_lisation_A
    Synth_se_des_r_sultats