7. E modeling#
7.1. Characteristics of modeling#
The E modeling uses a behavior model for the linear dam, the calculation being carried out from the operator DYNA_VIBRA on a physical and temporal basis, with an undamped Newmark temporal integration scheme (\(\mathrm{\beta }=\mathrm{0,25}\) and \(\mathrm{\gamma }=\mathrm{0,5}\)) and a modal damping reduced by 0.01%.
For modeling, we use the definition of the circle from the keywords RAYON, CENTRE_X and CENTRE_Y with the same parameters as modeling A.
7.2. Tested sizes and results#
The value of the seismic coefficient estimated by the macro-command is tested in a computer manner.
Identification |
Reference Type |
Tolerance |
KY |
“NON_DEFINI” |
0.001% |