hwa0725
Structural
- Feb 16, 2021
- 18
Hi all,
I am looking to use a connector element to model the semi-rigidity of a joint in a BEAM element model (BEM). The semi-rigid moment-rotation response was obtained using a SHELL element model and then idealised into the orange curve below (which I will input into the connector element to mimic the semi-rigidity of the joint in the BEM). However, when I analyse the results from the history output of the node the connector was connecting to, the yellow curve is what I am getting in return. Surprisingly, the response I am getting in return is 20% softer than what I inputted. Is there anything I am missing or doing wrong?
Thanks a mil!
Regards,
Heng
I am looking to use a connector element to model the semi-rigidity of a joint in a BEAM element model (BEM). The semi-rigid moment-rotation response was obtained using a SHELL element model and then idealised into the orange curve below (which I will input into the connector element to mimic the semi-rigidity of the joint in the BEM). However, when I analyse the results from the history output of the node the connector was connecting to, the yellow curve is what I am getting in return. Surprisingly, the response I am getting in return is 20% softer than what I inputted. Is there anything I am missing or doing wrong?
Thanks a mil!
Regards,
Heng