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- Fri Mar 09, 2018 1:27 pm
- Forum: OpenSees.exe Users
- Topic: Solid+Beam Model Fails Eigenvalue Analysis
- Replies: 1
- Views: 2549
Solid+Beam Model Fails Eigenvalue Analysis
I'm trying to model a soil domain with solid elements together with piles modelled by beam elements. I'm aware that solid nods have 3 DOF's where beam nodes have 6 DOF's, therefore i use equalDOF object to constrain the corresponding nodes of beams and solids of the same coordinates. The thing is wh...