-
I have set up a shape optimization problem based on the shape optimization example https://github.com/KratosMultiphysics/Examples/tree/master/shape_optimization/02_Strain_Energy_Minimization_3D_Shell.…
-
When using the CTestNormUnbalance with OpenSeesSP, there is an immediate convergence failure with the first analysis step. The program hangs after the failure. Changing the number of cores to 1 and/or…
-
- [x] add test for internal forces in linear frame element
- [ ] corotational element
- [ ] truss element
- [ ] plate element
-
There seems to be a hard-coded lower latitude limit to the Heppner-Maynard Boundary (HMB) of 40 degrees when determining the location from gridded velocity vectors with `map_addhmb`. Normally this is…
-
#11054
-
I am trying to perform an eigenvalue analysis and extract all necessary modal data with the purpose of doing some external post-processes.
After seeing several examples (tests) I am confident with …
-
Dear OpenSEES Community,
I am reaching out to seek assistance with an issue I've encountered while conducting dynamic analysis using MVLEM (Multiple-Vertical-Line-Element-Model) element for Reinfo…
-
Hi All,
I've developed a simple wall structure using the MVLEM model in OpenSeesPy. I get a period of 0.378 sec before applying gravity load. (This matches well with the SAP2000 model and hand cal…
-
**Description**
I tried to use ShellThinElement3D4N and got an error with the chanting. Is it not supported?
> RuntimeError: Error: Element ShellThinElement3D4N is not registered in Kratos. Please c…
-
Dear,
I downloaded the source code from doctor Pideris (https://github.com/msalehi2004/GradientInelasticBeamColumnElement/commits?author=psideris) and modified it from 'geomTransf Corotational'…