Modeling Semi-Ridgid Connections
Modeling Semi-Ridgid Connections
(OP)
What is the best way to model a semi-rigid connection with an FE program. Most of the ones I've used don't have this as an option. We are looking at the sway in a frame that has been lateraly loaded. Any suggestions? Thanks.






RE: Modeling Semi-Ridgid Connections
RE: Modeling Semi-Ridgid Connections
RE: Modeling Semi-Ridgid Connections
DaveAtkins
RE: Modeling Semi-Ridgid Connections
We do a lot of type II with wind connection buildings (now called FMC connections). I model it as rigid connections and multiply the drift by 1.5 to 2. I got this number from a paper I read on the subject. If you would like the reference, let me know and I will dig it up.