Dear STKO team,
I have not received any updates on this issue.
would it be possible to follow up the issue I encountered?
Thank you so much!
Search found 9 matches
- Wed Apr 22, 2026 11:52 am
- Forum: Analysis
- Topic: Pile lateral loading in SANISANDS
- Replies: 6
- Views: 471
- Tue Mar 31, 2026 8:44 pm
- Forum: Analysis
- Topic: Pile lateral loading in SANISANDS
- Replies: 6
- Views: 471
Re: Pile lateral loading in SANISANDS
I found the reason is because the shear modulus of rigid link and pile beam was set as zero in the modified model. so I change it to that of steel and the model can be run properly.
I noticed the node force was set as a target lateral displacement, but for analysis step: pile lateral loading, it ...
I noticed the node force was set as a target lateral displacement, but for analysis step: pile lateral loading, it ...
- Tue Mar 31, 2026 2:36 pm
- Forum: OpenSees SP
- Topic: RE; Force displacement behaviour and extraction
- Replies: 13
- Views: 1372
Re: RE; Force displacement behaviour and extraction
Thank you for your response, I noticed you have provided a modified model in my post viewtopic.php?t=3367
But it cannot run properly in my computer, I have left some information on that post
Kind regards
But it cannot run properly in my computer, I have left some information on that post
Kind regards
- Tue Mar 31, 2026 2:22 pm
- Forum: Analysis
- Topic: Pile lateral loading in SANISANDS
- Replies: 6
- Views: 471
Re: Pile lateral loading in SANISANDS
By the way, our STKO version is 4.0.0
- Tue Mar 31, 2026 2:16 pm
- Forum: Analysis
- Topic: Pile lateral loading in SANISANDS
- Replies: 6
- Views: 471
Re: Pile lateral loading in SANISANDS
Very many thanks for checking the model, but when I am trying to run it, the following errors appeared see attached.
I use opensees (0) and the version of opensees is 3.7.2 64 bit.
could u please tell me whats wrong with it?
Thanks!!!!
I use opensees (0) and the version of opensees is 3.7.2 64 bit.
could u please tell me whats wrong with it?
Thanks!!!!
- Thu Mar 26, 2026 6:04 pm
- Forum: Analysis
- Topic: Pile lateral loading in SANISANDS
- Replies: 6
- Views: 471
Pile lateral loading in SANISANDS
Dear stkoteam,
I am trying to model pile lateral loading using sanisand soil.
Both soil and pile are modelled as SPP brick elements. Pile material was set as elastic with the physical parameter of steel. pile inner diameter was connected to the central node at mudline through elastic beams, pile ...
I am trying to model pile lateral loading using sanisand soil.
Both soil and pile are modelled as SPP brick elements. Pile material was set as elastic with the physical parameter of steel. pile inner diameter was connected to the central node at mudline through elastic beams, pile ...
- Thu Mar 26, 2026 5:20 pm
- Forum: OpenSees SP
- Topic: RE; Force displacement behaviour and extraction
- Replies: 13
- Views: 1372
Re: RE; Force displacement behaviour and extraction
Hello, Ryancwl95, I encountered the similar problem for SANISAND model in STKO see attached. So i started to check the soil stress to make sure the plasticity is activated, and I found another serious BUG, if there are more than two brick materials (the pile is brick element as well in my model ...
- Tue Feb 10, 2026 10:20 am
- Forum: Analysis
- Topic: The lateral pile load 3D model fails to converge
- Replies: 0
- Views: 135
The lateral pile load 3D model fails to converge
Dear STKO team,
I established a pile lateral loading model but found the simulation cannot converge.
I am not sure if I set something wrong for the analysis steps.
I attached the .scd file here and could you help me to check what is wrong with it?
Best regards,
Jiangtao
I established a pile lateral loading model but found the simulation cannot converge.
I am not sure if I set something wrong for the analysis steps.
I attached the .scd file here and could you help me to check what is wrong with it?
Best regards,
Jiangtao
- Wed Jan 28, 2026 10:42 am
- Forum: Analysis
- Topic: The plastic part of ManzariDafalias(sanisand) mosdel is not successfully activated
- Replies: 1
- Views: 239
The plastic part of ManzariDafalias(sanisand) mosdel is not successfully activated
Hello, I am trying to simulate pile lateral loading using the SANISAND model. However, the pile lateral load–displacement curve is completely linear, and plasticity part of this model is not activated. The model parameters are taken from those provided in the OpenSees documentation.
I attached the ...
I attached the ...