Hello everyone, I have a question about the example "Simulating a Centrifuge Test" in the OpenSees official website. How to calculate the nodal Pore Pressure 5.6658 and nodal load 0.18 in "Top Pore Pressure Conditions"?
The following is my understanding, not sure if it is correct.
Node pore pressure =denw*g*d;
Joint load =denw*g*d*A; (where A= allocated area of surface node)
Look forward to your reply and help!
Search found 3 matches
- Thu Feb 29, 2024 11:12 pm
- Forum: OpenSees.exe Users
- Topic: Question about the example "Simulating a Centrifuge Test" in the OpenSees official website
- Replies: 0
- Views: 9005
- Thu Feb 29, 2024 10:52 pm
- Forum: OpenSees.exe Users
- Topic: viscoelastic boundary
- Replies: 3
- Views: 6366
Re: viscoelastic boundary
Thank you for your reply! I used ViscousMaterial and ElasticMaterial.
- Wed Sep 20, 2023 3:14 am
- Forum: OpenSees.exe Users
- Topic: viscoelastic boundary
- Replies: 3
- Views: 6366
viscoelastic boundary
Are there viscoelastic boundary element for 2D models in opensees? Or how to realize a two-dimensional model with viscoelastic boundaries?