i think that problem are connected with definition of material: I used Concrete07. It's possible?
Because thanks to OpenSees code and Concrete02 the analysis runs.
Search found 3 matches
- Sat Nov 16, 2019 7:58 pm
- Forum: OpenSees Sequential
- Topic: Analyses eigen
- Replies: 9
- Views: 12564
- Sat Nov 16, 2019 7:52 pm
- Forum: OpenSees Sequential
- Topic: Analyses eigen
- Replies: 9
- Views: 12564
Analyses eigen
The same model has been used for a Static Analysis, after having assigned loads. Now the problem is:
WARNING - ForceBeamColumn3d::update - failed to get compatible element forces & deformations for element: 8(dW: << -nan(ind), dW0: -nan(ind))
Static parameters are:
-Transformation Method
-Reverse C ...
WARNING - ForceBeamColumn3d::update - failed to get compatible element forces & deformations for element: 8(dW: << -nan(ind), dW0: -nan(ind))
Static parameters are:
-Transformation Method
-Reverse C ...
- Sat Nov 16, 2019 7:44 pm
- Forum: OpenSees Sequential
- Topic: Analyses eigen
- Replies: 9
- Views: 12564
Re: Analyses eigen
Thanks, now the eigen model has been built!