Search found 874 matches
- Fri May 29, 2020 8:42 am
- Forum: OpenSees.exe Users
- Topic: Not able to analyse a grillage model
- Replies: 6
- Views: 2236
Re: Not able to analyse a grillage model
You have E on the order of 10^7 and Iz on the order of 10^20. You probably have numerical issues. Use realistic values for all element properties.
- Sat May 23, 2020 1:01 pm
- Forum: OpenSeesPy
- Topic: PROBLEMS IN THE ANALYSIS OF A 3D SOIL COLUMN
- Replies: 1
- Views: 1081
Re: PROBLEMS IN THE ANALYSIS OF A 3D SOIL COLUMN
It appears, perhaps, that there is no load applied to your model? It's pretty hard to tell from the limited information you've provided. What if you use a different convergence test, e.g., NormUnbalance, do you get the same behavior?
- Thu May 21, 2020 7:40 pm
- Forum: OpenSeesPy
- Topic: nDMaterial 'PM4Silt' is unknown in openseespy
- Replies: 3
- Views: 1508
- Thu May 21, 2020 3:46 pm
- Forum: OpenSeesPy
- Topic: nDMaterial 'PM4Silt' is unknown in openseespy
- Replies: 3
- Views: 1508
- Thu May 21, 2020 5:45 am
- Forum: OpenSees.exe Users
- Topic: Can I use Matlab commands on Opensees?
- Replies: 3
- Views: 3332
Re: Can I use Matlab commands on Opensees?
If you are going through this type of workflow, you should consider using OpenSeesPy.
- Wed May 20, 2020 6:57 am
- Forum: OpenSeesPy
- Topic: Space truss anaylsis
- Replies: 8
- Views: 8813
Re: Space truss anaylsis
No, there's no way to add weak springs automatically. You probably have a missing element leading to a local rigid body mechanism. Have you tried plotting your model using the rendering functions in OpenSeesPy?
https://openseespydoc.readthedocs.io/en ... tcmds.html
https://openseespydoc.readthedocs.io/en ... tcmds.html
- Tue May 19, 2020 10:11 am
- Forum: Reliability Analysis
- Topic: is Concrete02 or Concrete03 supported in the reliability model?
- Replies: 2
- Views: 9117
Re: is Concrete02 or Concrete03 supported in the reliability model?
They are not supported for DDM computations of the gradient, but they should work with finite differences.
- Tue May 19, 2020 8:53 am
- Forum: OpenSeesPy
- Topic: first post
- Replies: 5
- Views: 6737
Re: first post
Those are some very specific examples. I recommend you make a new post in the general OpenSees forums to see if anyone has Tcl examples to share, then do your best to convert those to Python.
- Tue May 19, 2020 8:31 am
- Forum: OpenSeesPy
- Topic: fiber section stress-strain output through recorder command
- Replies: 9
- Views: 11567
Re: fiber section stress-strain output through recorder command
The quotes are a bit of a problem with recorders because they were designed for Tcl where everything is a string and the internal implementation of setResponse reflects this. With the conversion of commands to Python there's a problem if you don't pass everything in as strings, i.e., surrounded by '...
- Mon May 18, 2020 8:13 pm
- Forum: OpenSeesPy
- Topic: Recorder in OSpy seems to cut off last line in output file
- Replies: 2
- Views: 1274
Re: Recorder in OSpy seems to cut off last line in output file
You can try adding ops.wipe() at the end of your analysis. This will flush all the recorders and force them to write and close their files.
- Mon May 18, 2020 8:10 pm
- Forum: OpenSeesPy
- Topic: Space truss anaylsis
- Replies: 8
- Views: 8813
Re: Space truss anaylsis
You need to set 3 degrees of freedom per node (ndf=3) for space truss analysis. The default is ndf=6 for ndm=3 models, so there are three rotational DOFs at each node that assembly zero stiffness, and thus the errors with the equation solver.
model('basic', '-ndm', 3,'-ndf', 3)
model('basic', '-ndm', 3,'-ndf', 3)
- Wed May 06, 2020 12:30 pm
- Forum: OpenSeesPy
- Topic: first post
- Replies: 5
- Views: 6737
Re: first post
Let's see
- Fri Nov 04, 2016 5:34 am
- Forum: OpenSees.exe Users
- Topic: Plastic Rots higher than Chord Rots of Beams after Gravity
- Replies: 3
- Views: 3711
Re: Plastic Rots higher than Chord Rots of Beams after Gravi
Can you run the same simple analyses for a 2D model and report back here if the same behaviors are observed?
- Wed Aug 19, 2015 10:34 am
- Forum: Framework
- Topic: building error svn sources under Linux
- Replies: 32
- Views: 20168
Re: building error svn sources under Linux
This line should not cause problem since "TclPFEMCommands.o" was in the SRC/Makefile. We just move it to the modelbulder/tcl/Makefile. Based on the error messages, it's missing triangle and tetgen libraries in the Makefile.def. Based on the linking errors, add the following in Makefile.def: TRIANGLE...
- Tue Jul 21, 2015 12:11 pm
- Forum: Reliability Analysis
- Topic: Fragility analysis consider uncertainties with their PDF
- Replies: 1
- Views: 6228
Re: Fragility analysis consider uncertainties with their PDF
I'm not really sure what you're asking. Can you describe in more detail?