Search found 874 matches

by mhscott
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.
by mhscott
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?
by mhscott
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.
by mhscott
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
by mhscott
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.
by mhscott
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.
by mhscott
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 '...
by mhscott
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.
by mhscott
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)
by mhscott
Wed May 06, 2020 12:30 pm
Forum: OpenSeesPy
Topic: first post
Replies: 5
Views: 6737

Re: first post

8) Let's see
by mhscott
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?
by mhscott
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...
by mhscott
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?