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

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.

• 1. General characteristics
  • 1.1. Geometry
  • 1.2. Material properties
  • 1.3. Boundary conditions and loads
• 2. Reference solution — Modeling A
• 3. B modeling (POU_D_EM)
  • 3.1. Characteristics of modeling
• 4. C modeling
• 5. Summary of results