Re: Convergene Issue in Nonlinear Time History Analysis
Posted: 29 May 2026, 11:33
By residual strength, I understand that upon reaching the performance criteria , the strength will be reduced to a specific percentage of the peak strength. I meant to ask if SeismoStruct has an option to input the particular percentage associated with residual strength. If not, what is the default value associated with residual strength in SeismoStruct. Also, is the drop in strength sudden or is there a defined value of negative stiffness associated with this drop.