I am using this as the documentation states to import ops_vis: import openseespy.postprocessing.ops_vis as opsv
But I am getting an error: No module named 'openseespy.postprocessing.ops_vis'.
Has anyone had this issue?
Search found 12 matches
- Fri Apr 26, 2024 1:25 am
- Forum: OpenSeesPy
- Topic: Importing OP_vis
- Replies: 1
- Views: 309
- Fri Apr 26, 2024 1:22 am
- Forum: OpenSeesPy
- Topic: Importing Mesh from external software
- Replies: 1
- Views: 9760
Re: Importing Mesh from external software
gmsh2opensees is working on your system??
- Thu Nov 09, 2023 6:36 am
- Forum: OpenSeesPy
- Topic: Different Section.
- Replies: 0
- Views: 78410
Different Section.
I am trying to model a 2D concreate wall with different thickness and an arc with a different thickness. I wanted to know if I inputted my section in this way below is the correct way: # Concrete Wall LWallsecTag = 3 SWallsecTag = 4 ArcsecTag = 5 # Dimensions of wall that will be made as a column # ...
- Wed Nov 01, 2023 2:49 am
- Forum: OpenSeesPy
- Topic: Apply a triangular load on elements
- Replies: 4
- Views: 8044
Re: Apply a triangular load on elements
No, I am applying soil load concrete elements, and now shell elements (Trying to).
- Tue Oct 31, 2023 5:15 am
- Forum: OpenSeesPy
- Topic: Reinforced Concrete Shell Section
- Replies: 0
- Views: 77851
Reinforced Concrete Shell Section
Hello, I have been trying to implement a reinforced concrete shell similar to a 2d fibre element with patch. But, I am unable to find anything similar. Does anyone know how to implement it?
- Tue Oct 24, 2023 1:39 am
- Forum: OpenSeesPy
- Topic: Graphical User Interface
- Replies: 1
- Views: 6909
Graphical User Interface
Does anyone know if there is a GUI that works with Openseespy? or is just TCL. Such as Opensees Navigator
- Mon Oct 23, 2023 5:36 am
- Forum: OpenSeesPy
- Topic: Apply a triangular load on elements
- Replies: 4
- Views: 8044
Re: Apply a triangular load on elements
Thank you, much appreciated.
- Mon Oct 23, 2023 3:48 am
- Forum: OpenSeesPy
- Topic: Apply a triangular load on elements
- Replies: 4
- Views: 8044
Apply a triangular load on elements
I am building a structure on openseespy. Everything is in order, I have been able to apply a distributed load:
op.eleLoad('-ele', 1, '-type', '-beamUniform', -Wx, 0.0, 0.0).
I wanted to know how can I apply a Triangular distributed load. For example, Load experienced by soil.
op.eleLoad('-ele', 1, '-type', '-beamUniform', -Wx, 0.0, 0.0).
I wanted to know how can I apply a Triangular distributed load. For example, Load experienced by soil.
- Mon Oct 16, 2023 2:12 am
- Forum: OpenSeesPy
- Topic: could not invert flexibility for element with tag: 151
- Replies: 5
- Views: 9498
Re: could not invert flexibility for element with tag: 151
The WFSection2d section only discretizes fibers in one direction. You need a section with fiber discretization in two directions in order to resist moments and provide flexural stiffness in two directions for 3D elements. I changed it with this but i am getting error from the section: Es = 200000.0...
- Mon Oct 16, 2023 1:40 am
- Forum: OpenSeesPy
- Topic: could not invert flexibility for element with tag: 151
- Replies: 5
- Views: 9498
Re: could not invert flexibility for element with tag: 151
Regarding VFO, It just worked flawlessly, I just did pip install and it worked.
- Fri Oct 13, 2023 7:21 am
- Forum: OpenSeesPy
- Topic: could not invert flexibility for element with tag: 151
- Replies: 5
- Views: 9498
could not invert flexibility for element with tag: 151
I keep getting this issue and I am unable to solve it. Please note I have 2 files 1 is called Main_Analysis.py which calls the functions from Model_Functions.py -------------------------------- Start Main_Analysis.py------------------------------------------ import openseespy.opensees as ops from Mo...
- Fri Oct 13, 2023 7:13 am
- Forum: OpenSeesPy
- Topic: Error with ForceBeamColumn3d
- Replies: 1
- Views: 13994
Re: Error with ForceBeamColumn3d
Where you able to solve the problem?