Dear STKO team,
I have installed STKO 3.3.0 and I am trying to use ASDConcrete3D; however, when I try to test the material I obtained the following error:
Error:
Traceback (most recent call last):
File "C:/Program Files/STKO\external_solvers\opensees\physical_properties\utils\tester\TesterND.py ...
Search found 17 matches
- Tue May 23, 2023 12:02 am
- Forum: Property
- Topic: ASDConcrete3D error - potential bug
- Replies: 3
- Views: 2857
- Fri Feb 10, 2023 1:04 am
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Incorrect results with 3D elements using damaged-based model
Dear,
Thank you for your previous help.
I been successfully using the damaged-based model to characterize micro-models of masonry in plane stress conditions. However, now I need to model and adobe RVE using 3D elements with the damaged-based model. The analysis runs; however, the results are ...
Thank you for your previous help.
I been successfully using the damaged-based model to characterize micro-models of masonry in plane stress conditions. However, now I need to model and adobe RVE using 3D elements with the damaged-based model. The analysis runs; however, the results are ...
- Tue Dec 07, 2021 11:58 am
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Thank you, Francesca!
- Mon Dec 06, 2021 1:51 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Dear Francesca,
I have another question, I am using the OrthotropicMaterial mapper and I what to know if the requested properties are in Local or Global coordinates.
Thank you very much for your answer,
Hernan
I have another question, I am using the OrthotropicMaterial mapper and I what to know if the requested properties are in Local or Global coordinates.
Thank you very much for your answer,
Hernan
- Wed Dec 01, 2021 12:22 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Thank you, Francesca, I will proceed as you suggest and let you know.
Best regards,
Hernan
Best regards,
Hernan
- Fri Nov 26, 2021 9:16 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
That is the model with simple interactions with no problem. The previous model I sent you, has the convergence problem.
- Thu Nov 25, 2021 2:15 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Sorry, Francesca, here is the file
- Mon Nov 22, 2021 12:07 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Thank you Francesca!
- Thu Nov 11, 2021 1:51 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Dear Francesca, thank you for your help.
The columns in reality are built as shown in the attached picture.
I am trying to capture the interaction between masonry and confining concrete columns. I did as you recommended and verified that the columns represented by linear elements are connected with ...
The columns in reality are built as shown in the attached picture.
I am trying to capture the interaction between masonry and confining concrete columns. I did as you recommended and verified that the columns represented by linear elements are connected with ...
- Wed Nov 10, 2021 2:25 pm
- Forum: OpenSees Sequential
- Topic: How to consider the rotational mass in linear elastic static analysis?
- Replies: 53
- Views: 38447
Re: How to consider the rotational mass in linear elastic static analysis?
Thank you Francesca.
I will do as you say as for the drawing of the columns. Regarding the singularities, how can I check this?
In addition, I modified the model by changing the previous interactions by equal DOF constraints and the analysis was smooth with no convergence problems.
Best regards ...
I will do as you say as for the drawing of the columns. Regarding the singularities, how can I check this?
In addition, I modified the model by changing the previous interactions by equal DOF constraints and the analysis was smooth with no convergence problems.
Best regards ...