Hello Everyone,
I want to perform a non-linear time history analysis of a SDOF system in CSIBridge. I have assigned a P-M2-M3 plastic hinge at the base of cantilever column and got the maximum nonlinear response. I want to know the yield displacement of that column as well. Can anyone suggest me how can I determine the yield displacement in CSIBridge or ETABS? Your help will be really appreciated.
Thank you in advance
I want to perform a non-linear time history analysis of a SDOF system in CSIBridge. I have assigned a P-M2-M3 plastic hinge at the base of cantilever column and got the maximum nonlinear response. I want to know the yield displacement of that column as well. Can anyone suggest me how can I determine the yield displacement in CSIBridge or ETABS? Your help will be really appreciated.
Thank you in advance
