Search found 3 matches
- Sun Feb 09, 2014 8:04 pm
- Forum: OpenSees.exe Users
- Topic: Pore pressures of a slope
- Replies: 5
- Views: 4789
Re: Pore pressures of a slope
Thank you all very much! So to make a conclusion, if I need to assign pore pressures, I can just constrain the velocity of the corresponding dof to some values? No need to constrain acceleration, vel and disp at the same time?
- Fri Feb 07, 2014 1:27 am
- Forum: OpenSees.exe Users
- Topic: Pore pressures of a slope
- Replies: 5
- Views: 4789
Re: Pore pressures of a slope
zanakarimi wrote:
> it's u-p element type not U-p-u. You cannot measure the pore fluid
> displacement
Do you mean the displacement of dof 4 is meaningless?
> it's u-p element type not U-p-u. You cannot measure the pore fluid
> displacement
Do you mean the displacement of dof 4 is meaningless?
- Thu Jan 23, 2014 11:20 pm
- Forum: OpenSees.exe Users
- Topic: Pore pressures of a slope
- Replies: 5
- Views: 4789
Pore pressures of a slope
Hi all, I have been using Opensees for a while. May I ask some questions I am confused here? 1. Is that ok if I use BrickUP elements and PressureDependMutiYield material to conduct a static analysis of a slope? 2. For all of the samples they keep telling us that the velocity of dof 4 is pore pressur...