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@JuliaRegistrator register
Release notes:
**Breaking Changes:**
- Definitions for `PrescribedConditions` and `DistributedLoads` changed to only reflect loads at a specific time step
- Time v…
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Hi,
In trying to debug #364, I am trying to understand the dof ordering for dof handlers that have more than one field. Consider the classical Taylor-Hood approximation for incompressible elasticit…
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Greetings!
It seems the "SubDyn" module in OpenFAST always assumes a fixed-base boundary condition during a dynamic analysis. However, I remember reading in a previous article stating that it was p…
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İki boyutlu sabit geometrili bir kafes sistemin datalarını alıp çözümü gönderen ve Normal kuvvetleri listelen bir program yazmamız gerekiyor.
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I'm investigating the feasibility of parallelizing assembly over elements.
Take the following snippet (from #439 ):
```python
import pygmsh as pm
import numpy as np
from skfem.io import from_…
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Hi sfepy,
I am trying to conduct modal analysis on a two material build up. I have modified the modal analysis example to fit my needs and have it working well for a single material. At the moment …
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When computing `dP(F:\delta F)` , there are some differences between your implementation and the [SIGGRAPH 2012 FEM Course](http://femdefo.org/)
https://github.com/YuCrazing/Taichi/blob/a8df2239e359…
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Hello
I am working on adding new material in OpenSees. I am using the ElastipPPcpp example for the sake of learning. I am working on the Win64/OpenSees.sln file using VS 2019. when I Build the OpenS…
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and why is scanhammer 1 of the Scanned Synhtesis opcodes?
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Dear Rafa,
Thank you for your previous help.
I would like to implement some strain computation of Cantilever Plate,but I cannot find it.Like the following image.
![image](https://user-images.github…