The OpenSees Community

Hi I would appreciate your help with a problem I have modelling the base nodes on a 3D model: I want to assign translational and rotational springs in all 6 DOFs. Should I use zerolength elements with 6 uniaxial materials for each DOF, or is there any other way? What if I want to assign in one DOF 2...

Why don't you use the ShallowFoundationGen command...?

I would like your help in using the ShallowFoundationGen command. According to the documentation, it is used in modeling of 2D response of shallow foundations. I'm currently working on a 3D superstructure and intend to model the SSI. Is there any simple way I could model in 3D the SSI? Any code prov...

Hi

I get this message:
"You don't have permission to access /~aneeman/gjie1.zip on this server"

Can anyone help?