Re: error in running analysis
Posted: 22 Dec 2013, 11:44
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
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