Search found 4 matches
- Sat May 16, 2009 1:18 am
- Forum: Soil Modelling
- Topic: the pore pressure of the model
- Replies: 1
- Views: 3330
the pore pressure of the model
according to the manual,the value of the pore pressure is the velocity of the dof 3,so the displacement of dof 3 stands for what?
- Fri May 15, 2009 10:59 am
- Forum: Soil Modelling
- Topic: the constraint to quadUP
- Replies: 1
- Views: 2880
the constraint to quadUP
when I use the fix command to restrain a dof of the node,I can still get a nonzero displacement to the dof,is anything wrong with this?
I think it should be 0.
I think it should be 0.
- Fri May 15, 2009 10:49 am
- Forum: Soil Modelling
- Topic: analyze the seepage model
- Replies: 2
- Views: 4435
- Wed May 13, 2009 10:06 pm
- Forum: Soil Modelling
- Topic: analyze the seepage model
- Replies: 2
- Views: 4435
analyze the seepage model
[b]Hi everyone, I want to build a dynamic model for the seepage problem,can I use the up or upu element for the model? when using the up and upu element,how can I apply the boundary condition of fluid pressure? could you give me a simple example tcl script for a 2D(or 3D) dynamic model? For example,...