.. _V2.01.105:

**v2.01.105** SDLD105 - Transient response of a mass-spring system to a mono-support earthquake with static correction
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**Summary**

This test case, inspired by test case VPCS SDLD04, consists in calculating the undamped transient response of a free-embedded linear mass-spring system, subjected to an imposed mono-support acceleration.

Its objective is to show the value of static correction, whether it is carried out *a priori* by adding static modes at the base of dynamic modes, or *a posteriori*.


.. toctree::
    :hidden:

    self

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

    Probl_me_de_r_f_rence
    Solution_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Synth_se_des_r_sultats