Hello,
I am a master’s student in structural engineering, and this is my first thread on this platform. My query is about how to model a POT-PTFE bearing for a non-linear time history analysis in FE software, specifically CSI Bridge. Which non-linear link element should I use?
Hello,
I am a master’s student in structural engineering, and this is my first thread on this platform. My query is about how to model a POT-PTFE bearing for a non-linear time history analysis in FE software, specifically CSI Bridge. Which non-linear link element should I use? '
Hello,
I am a master’s student in structural engineering, and this is my first thread on this platform. My query is about how to model a POT-PTFE bearing for a non-linear time history analysis in FE software, specifically CSI Bridge. Which non-linear link element should I use?