otask
Civil/Environmental
- Sep 25, 2011
- 5
Dear all,
I have a 3d model(solid elements) of a bridge embankment system and I want first of all to apply gravity and then to do pushover analysis.
Do you know how can I apply gravity (I want my model to be in the elastic range under its self weight) and then to apply a horizontal force in order to pushover analysis with NL soil properties? I mean can I define elastic properties for the self weight and then NL for the rest of the analysis?
Many thanks in advance,
O.
I have a 3d model(solid elements) of a bridge embankment system and I want first of all to apply gravity and then to do pushover analysis.
Do you know how can I apply gravity (I want my model to be in the elastic range under its self weight) and then to apply a horizontal force in order to pushover analysis with NL soil properties? I mean can I define elastic properties for the self weight and then NL for the rest of the analysis?
Many thanks in advance,
O.