I am trying to model steel plate shear walls in SAP 2000. First I should define an orthotropic steel material and define nonlinear parameter of it ( Stress-Strain curvature) in somehow to neglect compression stresses then I should define a shell/layered-nonlinear and define which stress component ( S11, S22, and S12) is nonlinear.

More Naser Katanbafnezhad's questions See All
Similar questions and discussions