motiurce / feview Goto Github PK

Hi,
Good work on OpenSees visualization ! Read your paper recently.
One suggestion - Why don't you take the advantage of OpenSeesPy. Then you need not parse the TCL files...
You can easily write preprocessor also using OpenSeesPy and Gmesh.
For example -
import openseespy as ops
Mesh button ----> can call ops.node(id,x,y,z) in OpenSeesPy.
Load button -----> can call ops.load(id,x,y,z)

Hello @motiurce . Thank a lot with your great work.

I worked a little on implementation OpenSees as a solver into FreeCAD. FreeCAD is a very powerful 3D modeling application an can be used for pre and post processing for OpenSees, related links:

https://forum.freecadweb.org/viewtopic.php?p=373734#p373734
https://forum.freecadweb.org/viewtopic.php?p=383969#p383969

https://github.com/ebrahimraeyat/FreeCAD/tree/opensees/src/Mod/Fem/femsolver/opensees

If you interested, I can cooperate for developing this.

As I mentioned here, I run the file manually and when I want to show the results, it gives me the error.

I found that self.step_statics in FeView is 2, then when the program want to get self.deformation parameter with out_response,

response = outrespFile[(steps) - 1, 1:].reshape(-1, 3)

there is no index 1 in outrespFile. when I change the code to below it works:

response = outrespFile[(steps) - 2, 1:].reshape(-1, 3)

thanks.

Hello @motiurce .
Thanks for your very useful program. I download the source code and installed dependencies. Then run the program. I can open example files and my files, but it did not run the file, because of mixed / and \\ in path to tcl file. for example it becomes:

`c:/test\out_files_soil\soil.tcl

os: windows 10
python : 3.8.6 64 bit