Dear kesavapraba,
Thank you for your attention. I exactly inserted the same compressive strength of brick and mortar as reported in the research from the test. It is a general scenario that masonry prism strength is less than unit and mortar strength. In more than 200 prism samples I gather from ...
Search found 5 matches
- Fri Jul 05, 2024 1:31 am
- Forum: Get Started Discussion
- Topic: Damge TC3D Accuracy
- Replies: 3
- Views: 832
- Thu Jul 04, 2024 10:58 am
- Forum: Get Started Discussion
- Topic: Why is there no descending section of the skeleton curve when I do the cyclic analysis of the column?
- Replies: 7
- Views: 1781
Re: Why is there no descending section of the skeleton curve when I do the cyclic analysis of the column?
Thank you for your reply.
I learned from the analysis that the Gc/Gt doesn't affect the maximum strength. I am trying to test the compressive strength of the masonry prism, the maximum strength of the masonry prism by STKO was obtained twice or more than twice what we got in the test.
I attached ...
I learned from the analysis that the Gc/Gt doesn't affect the maximum strength. I am trying to test the compressive strength of the masonry prism, the maximum strength of the masonry prism by STKO was obtained twice or more than twice what we got in the test.
I attached ...
- Wed Jul 03, 2024 4:47 am
- Forum: Get Started Discussion
- Topic: Why is there no descending section of the skeleton curve when I do the cyclic analysis of the column?
- Replies: 7
- Views: 1781
Re: Why is there no descending section of the skeleton curve when I do the cyclic analysis of the column?
Hello All,
Thank you for sharing your problems and solutions here, we can learn from each other this way.
My question is how can we calculate Gc, Gt, and Lcn for materials properties simulation of Masonry micro modeling as DamageTC3D?
Thank you,
Karishma
Thank you for sharing your problems and solutions here, we can learn from each other this way.
My question is how can we calculate Gc, Gt, and Lcn for materials properties simulation of Masonry micro modeling as DamageTC3D?
Thank you,
Karishma
- Sat Jun 29, 2024 10:34 am
- Forum: Get Started Discussion
- Topic: Damge TC3D Accuracy
- Replies: 3
- Views: 832
Damge TC3D Accuracy
Hello dear respected STKO team,
I want to conduct a compressive strength test on a masonry prism. For this test, I used a model based on experimental data from Kaushik, which I have attached. The stress-strain graphs from both STKO and the experimental data show significant discrepancies. Could ...
I want to conduct a compressive strength test on a masonry prism. For this test, I used a model based on experimental data from Kaushik, which I have attached. The stress-strain graphs from both STKO and the experimental data show significant discrepancies. Could ...
- Thu Jun 20, 2024 4:20 am
- Forum: Get Started Discussion
- Topic: ERROR IN DamageTC3D test
- Replies: 4
- Views: 1222
Re: ERROR IN DamageTC3D test
Hi dear STKO team,
I also have similar error as follow;
Error:
Traceback (most recent call last):
File "C:/Program Files/STKO\external_solvers\opensees\physical_properties\utils\tester\TesterND.py", line 800, in onTestClicked
self.tester.run()
File "C:/Program Files/STKO\external_solvers ...
I also have similar error as follow;
Error:
Traceback (most recent call last):
File "C:/Program Files/STKO\external_solvers\opensees\physical_properties\utils\tester\TesterND.py", line 800, in onTestClicked
self.tester.run()
File "C:/Program Files/STKO\external_solvers ...