error in running analysis

[seismosoft]

Hi Amir,

Since a 3 bay 2 storey converges and a similar 3 bay and 3 storey frames in unable to converge, it seems that it is simply a structural failure, i.e. the model cannot stand the gravity loads. Try increasing the stiffness/strength of the link elements and the sections size & reinforcement of the fram elements

SeismoSoft Support