Thanks!!
That answered my question
Search found 4 matches
- Mon Feb 03, 2020 10:07 pm
- Forum: Property
- Topic: Units in Beam Section Editor
- Replies: 2
- Views: 3016
- Sat Feb 01, 2020 9:54 pm
- Forum: Property
- Topic: Units in Beam Section Editor
- Replies: 2
- Views: 3016
Units in Beam Section Editor
Hello,
I had a question on how the units work in the Beam Section editor.
If I put the same values for different units I'm still getting the same numbers in the tcl script created.
Also, I wanted to know how these units were related to the global axes and if "inches" or "feet" could be included ...
I had a question on how the units work in the Beam Section editor.
If I put the same values for different units I'm still getting the same numbers in the tcl script created.
Also, I wanted to know how these units were related to the global axes and if "inches" or "feet" could be included ...
- Mon Jan 27, 2020 4:41 pm
- Forum: OpenSees Sequential
- Topic: Quasi Static Cyclic Push-Over Analysis
- Replies: 3
- Views: 6096
Re: Quasi Static Cyclic Push-Over Analysis
Thank you so much.
That perfectly answered my problem.
I just one more question, is there any way I can provide input of an adaptive analysis method like this? (other than sourcing the tcl file as a custom command in the analyses)
Herein I am asking the script to change the algorithm to say ...
That perfectly answered my problem.
I just one more question, is there any way I can provide input of an adaptive analysis method like this? (other than sourcing the tcl file as a custom command in the analyses)
Herein I am asking the script to change the algorithm to say ...
- Wed Jan 22, 2020 2:57 am
- Forum: OpenSees Sequential
- Topic: Quasi Static Cyclic Push-Over Analysis
- Replies: 3
- Views: 6096
Quasi Static Cyclic Push-Over Analysis
Hello,
I am trying to use perform a simple load controlled Quasi Static Cyclic Push-Over Analysis of a simple portal frame.
The portal frame is supposed to be subjected to a nodal load vector.
Can anyone tell me how can I set up the analysis for the frame?
Also, if it set the " tsTag " in the ...
I am trying to use perform a simple load controlled Quasi Static Cyclic Push-Over Analysis of a simple portal frame.
The portal frame is supposed to be subjected to a nodal load vector.
Can anyone tell me how can I set up the analysis for the frame?
Also, if it set the " tsTag " in the ...