Hello
you can use hysteresis material for that. please refer to below link:
http://opensees.berkeley.edu/OpenSees/m ... l/4052.htm
Search found 18 matches
- Thu Jul 19, 2018 11:50 pm
- Forum: OpenSees.exe Users
- Topic: new Hysteretic model
- Replies: 2
- Views: 643
- Wed Jul 18, 2018 11:42 pm
- Forum: OpenSees.exe Users
- Topic: Modelling Hinge Connection of Column to Deck
- Replies: 3
- Views: 2784
Re: Modelling Hinge Connection of Column to Deck
Dear Selimgunay
I have done this, but it has not led to a conclusion (I have mentioned this in my question.) I think that there are other things to do, but I have no reference for this.
I have done this, but it has not led to a conclusion (I have mentioned this in my question.) I think that there are other things to do, but I have no reference for this.
- Tue Jul 17, 2018 3:14 am
- Forum: OpenSees.exe Users
- Topic: Modelling Hinge Connection of Column to Deck
- Replies: 3
- Views: 2784
Modelling Hinge Connection of Column to Deck
Hi every one Given that my bent is single-column, and its connection to the deck (i.e, the connection to the rigid element) is hinged, is it sufficient that the case be classically executed with the equalDOF command or besides that, other measures (such as the definition of a new auxiliary element, ...