The OpenSees Community

Well, I have seen whoever made this model didn't use the equation reported in the Open Sees manual at page 47 to calculate sy (don't ask me why), instead he set in the model the elastic module of steel to a value of 205000 [MPa] and set the ultimate steel strength fy to a value of 360 [N/mm^2]. Fina...

Hi guys, I'm having some troubles with the uniaxialMaterial Bond_SP01. Actually I hav a model which is set in N mm sec and my task is to scale it in m kN sec but I'm having some problems which I couldn't solve despite my troubleshooting, so I was wondering if someone could help me. In the original m...