-
-
...in order to use a linear-elastic material or any other material based on infinitesimal strains with this high-level function `newtonrhapson`.
also see #137
It is also necessary to handle th…
-
I am trying to export the stiffness matrix `K`, the load vector `f` and the displacement vector `u` calculated by OpenSeesPy during a single step of a static analysis.
From my understanding, in thi…
-
Hi @marcomusy,
I have the following problem that I am trying to address and I am trying to figure out how possibly I could automate the whole procedure. Imagine that I have multiple pieces of a com…
-
Hello, can you tell me how to apply boundary conditions and forces?
lshxx updated
2 years ago
-
Hello @epsi1on,
thank you for this powerfull library!
I study FEM for my phd programme so i found this great work. In particular I'm focusing on the fire resistance of the structures applying FSE …
-
I met three problems in my case.
1. structural_simplify add derivative equation automatically
2. UndefVar problem #1533
3. Form of equations has an inluence on the behaviour of ODAEProblem
I'm…
-
PR #58 paves our way towards including buckling constraints in truss topopt via a barrier function formulation. The next steps in this direction would include:
(1) Formulate the gradient of the bar…
-
I'd like to implement support for CSR matrices (because they parallelize much better than CSC), and of course these should follow the same design as the current `CsMatrix` and friends. However, upon r…
-
**Is your question request related to a problem? Please describe.**
I’m trying to model a FOSWEC. The characteristics are based on “The NumWEC project” paper. But the produced power is 20% of the exp…