.. _V5.02.130:

**v5.02.130** SDNL130 - Seismic response of a reinforced concrete beam (rectangular section) with non-linear behavior
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**Summary:**

The problem is to analyze the seismic response of a reinforced concrete beam. The behavior of the :math:`\mathit{BA}` beam is non-linear. Two models are studied:

• the beam is represented by a multi-fiber beam modeling [:ref:`R3.08.08 <R3.08.08>`]. The law of concrete behavior is Mazars in its 1D version [:ref:`R7.01.08 <R7.01.08>`] for modeling A;

• the beam is represented by DKTG elements. The law of non-linear behavior used is GLRC_DM [R7.01.32] for B modeling.

.. toctree::
    :hidden:

    self

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

    Caract_ristiques_g_n_rales
    Solution_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Synth_se_des_r_sultats