.. _V2.02.130:

**v2.02.130** SDLL130 - Seismic response of a reinforced concrete beam (rectangular section) with linear behavior
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**Summary:**

The problem consists in analyzing the seismic response of a reinforced concrete beam using multi-fiber beam modeling (POU_D_EM, modeling B).

The reference calculation (modeling A) is done using *Code_Aster* with "classical" Euler Bernoulli beam elements (POU_D_E).

Modeling C is a copy of modeling A to validate the use of kinematic and non-homogeneous boundary conditions with DYNA_VIBRA for transient calculations on a physical basis.


.. toctree::
    :hidden:

    self

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

    Caract_ristiques_g_n_rales
    Solution_de_r_f_rence___Mod_lisation_A
    Mod_lisation_B__POU_D_EM_
    Mod_lisation_C
    Synth_se_des_r_sultats