Just have a quick couple questions regarding seismic analyses in SAP...
1) Do the RS analyses ignore hinge definitions and other nonlinear components needed for a pushover analysis? Or do I need to generate a separate model?
2) Similar to the last question, I have a few rigid links in my current model. Are these considered nonlinear? If so, how is the RS analysis affected?
Thanks!
1) Do the RS analyses ignore hinge definitions and other nonlinear components needed for a pushover analysis? Or do I need to generate a separate model?
2) Similar to the last question, I have a few rigid links in my current model. Are these considered nonlinear? If so, how is the RS analysis affected?
Thanks!
