3. Modeling A#

3.1. Characteristics of the model#

We use a DKT model for the walls, floors and the base and a POU_D_T model for the beams and columns.

_images/100000000000049400000258C06566DFF2493ABE.png

3.2. Characteristics of the mesh#

The mesh consists of: 19 SEG2

793 QUAD4

3.3. Tested sizes and results#

We test the acceleration at the frequency of \(\mathrm{0,52}\mathit{Hz}\)

Size

Reference

Tolerance (%)

\(\mathit{Accélération}\) to \(\mathrm{0,52}\mathit{Hz}\)

\(4.53316E-02m{s}^{-2}\)

1E-4