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.
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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-...