dear STKO team,
I'm performing a gravity analysis on a double-interlocking beam subjected to uniformly distributed load, but I have some difficulties with the results obtained.
In order to catch the actions in the output I used the recorder element command, as shown in "photo_0".
In "photo_1" the ...
Search found 17 matches
- Mon Feb 24, 2025 4:43 pm
- Forum: Post processing and data visualization
- Topic: positive and negative stresses
- Replies: 5
- Views: 2701
- Wed Feb 19, 2025 3:46 pm
- Forum: Post processing and data visualization
- Topic: positive and negative stresses
- Replies: 5
- Views: 2701
Re: positive and negative stresses
The same thing applies to the bending Moment (M), Shear (V) and Axial sforce (N)?
Thanks in advance!
Thanks in advance!
- Thu Sep 12, 2024 3:14 pm
- Forum: Post processing and data visualization
- Topic: positive and negative stresses
- Replies: 5
- Views: 2701
positive and negative stresses
Dear STKO team,
I have some problems concerning the stresses: in the post processing of STKO I obtain positive and negative values (FOTO 2) as it should be, whereas in the tcl file I obtain just negative values ( The red column in FOTO 3).. I can't understand why. Can you help me?
thanks in advance
I have some problems concerning the stresses: in the post processing of STKO I obtain positive and negative values (FOTO 2) as it should be, whereas in the tcl file I obtain just negative values ( The red column in FOTO 3).. I can't understand why. Can you help me?
thanks in advance
- Fri May 24, 2024 2:51 pm
- Forum: Post processing and data visualization
- Topic: RE:Post processing visualization of stresses and integration points
- Replies: 10
- Views: 7653
Re: RE:Post processing visualization of stresses and integration points
Dear STKO team,
I found how to see V in the elements of my model, but I need to see the values close to the nodes (as marked in violet in the picture "Taglio (1)"). I need them in order to perform the shear verifications.
Is it possible to extract a sort of table in which there are the shear ...
I found how to see V in the elements of my model, but I need to see the values close to the nodes (as marked in violet in the picture "Taglio (1)"). I need them in order to perform the shear verifications.
Is it possible to extract a sort of table in which there are the shear ...
- Sun May 19, 2024 11:09 am
- Forum: OpenSees Sequential
- Topic: Issue in convergence
- Replies: 4
- Views: 7995
Re: Issue in convergence
Dear STKO team,
I'm trying to perform a pushover analysis with a Modal-proportional-load-pattern, but I have several issues during the analysis. (shown "issues_pushover")
Can you help me?
Thanks in advance
I'm trying to perform a pushover analysis with a Modal-proportional-load-pattern, but I have several issues during the analysis. (shown "issues_pushover")
Can you help me?
Thanks in advance
- Thu May 16, 2024 1:45 pm
- Forum: Pre Processor
- Topic: running multiple time histories
- Replies: 36
- Views: 26009
Re: running multiple time histories
Thanks for the support!
- Wed May 15, 2024 5:18 pm
- Forum: Pre Processor
- Topic: running multiple time histories
- Replies: 36
- Views: 26009
Re: running multiple time histories
Dear STKO team,
I'm trying to run a parametric analysis, but I obtain some errors in the model.
The procedure for the parametric analysis that I'm doing is the following:
- I created TCL files with the Write Input File command
- I opened a command shell in the directory in which I generated the ...
I'm trying to run a parametric analysis, but I obtain some errors in the model.
The procedure for the parametric analysis that I'm doing is the following:
- I created TCL files with the Write Input File command
- I opened a command shell in the directory in which I generated the ...
- Tue May 14, 2024 1:27 pm
- Forum: Analysis
- Topic: Pushover Analysis
- Replies: 5
- Views: 1681
Re: Pushover Analysis
Now I understood, thanks for the support!
- Mon May 13, 2024 9:30 am
- Forum: Analysis
- Topic: Pushover Analysis
- Replies: 5
- Views: 1681
Re: Pushover Analysis
Thanks for the advice! I've changed from displacement control to load control. I was using displacement control in order to catch the post-peak behaviour.
Concerning the 2 point I can't understand what you wrote.. in the model I have well-defined plastic hinge length, in order to consider them ...
Concerning the 2 point I can't understand what you wrote.. in the model I have well-defined plastic hinge length, in order to consider them ...
- Fri May 10, 2024 4:11 pm
- Forum: Analysis
- Topic: Pushover Analysis
- Replies: 5
- Views: 1681
Pushover Analysis
Dear STKO team,
I'm trying to perform a pushover analysis in the following model.
I'm getting always the same issue (represented in the image called "Foto 1"), and I can't get the capacity curve ( as it's shown in the image called "Foto 2")
Can you help me?
Thanks in advance
I'm trying to perform a pushover analysis in the following model.
I'm getting always the same issue (represented in the image called "Foto 1"), and I can't get the capacity curve ( as it's shown in the image called "Foto 2")
Can you help me?
Thanks in advance