Search found 13 matches
- Wed Oct 02, 2024 5:39 am
- Forum: OpenSeesPy
- Topic: SectionForceDeformation::getTemperatureStress(double *dataMixed) - should not be called
- Replies: 0
- Views: 4949
SectionForceDeformation::getTemperatureStress(double *dataMixed) - should not be called
My statics Model Runs, but when I try to apply a thermal it isn't working, anyone knows how to solve it? import openseespy.opensees as op import vfo.vfo as vfo import math import numpy as np import ArcCircle as Arc import Soil as sl import time import opsvis as opsv import matplotlib.pyplot as plt #...
- Fri Apr 26, 2024 1:25 am
- Forum: OpenSeesPy
- Topic: Importing OP_vis
- Replies: 1
- Views: 4094
Importing OP_vis
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?
But I am getting an error: No module named 'openseespy.postprocessing.ops_vis'.
Has anyone had this issue?
- Fri Apr 26, 2024 1:22 am
- Forum: OpenSeesPy
- Topic: Importing Mesh from external software
- Replies: 2
- Views: 13527
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: 83010
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: 12468
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: 82202
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: 10500
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: 12468
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: 12468
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: 13774
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: 13774
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: 13774
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: 17531
Re: Error with ForceBeamColumn3d
Where you able to solve the problem?