.. _V1.01.402:

**v1.01.402** ZZZZ402 - Validating the use of POST_NEWMARK
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**Summary:**

This test validates the use of the POST_NEWMARK command.

Modeling A: simulation of the seismic response and calculation of the residual movements of an elastic embankment structure with DYNA_VIBRA in transient temporal calculation.

Modeling B: simulation of the seismic response and calculation of the residual displacements of an embankment structure with Iwan's law via DYNA_NON_LINE.

C modeling: simulation of the seismic response and calculation of the dynamic safety factor of an elastic embankment structure with DYNA_VIBRA in transient temporal calculation.

D modeling: simulation of the seismic response and calculation of the residual displacements of an elastic embankment structure with DYNA_VIBRA in transient temporal calculation, with verification of the calculation of the mass of the sliding circle with the keyword VERI_MASSE.

Modeling E: simulation of the seismic response and calculation of the residual displacements of an elastic embankment structure with DYNA_VIBRA in transient temporal calculation, and estimation of the critical acceleration and the seismic coefficient ky.


.. toctree::
    :hidden:

    self

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

    Probl_me_de_r_f_rence
    Solution_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Mod_lisation_C
    Mod_lisation_D
    Mod_lisation_E
    Synth_se_des_r_sultats_