Hi everyone:
I am facing a similar question now: i want to simulate a crucifix beam column joint which reverse loads applied at both beam ends. How can I control the displacement at both beam ends at the same time?
Thanks.
Search found 4 matches
- Tue Jul 03, 2018 11:22 pm
- Forum: OpenSees.exe Users
- Topic: bi-directional push-over using displacement control?
- Replies: 3
- Views: 2910
- Mon Jun 25, 2018 5:52 am
- Forum: OpenSees.exe Users
- Topic: beam excentricity
- Replies: 1
- Views: 1726
Re: beam excentricity
anyone can help?
- Sun Jun 24, 2018 5:20 am
- Forum: OpenSees.exe Users
- Topic: discretization of displacement based beam column element
- Replies: 1
- Views: 1877
Re: discretization of displacement based beam column element
assign xyz coordinates for each nodes, or use other software for meshing
- Thu Jun 21, 2018 1:05 am
- Forum: OpenSees.exe Users
- Topic: beam excentricity
- Replies: 1
- Views: 1726
beam excentricity
Hi everyone, I am modelling a 3D RC frame considering slab influence and facing a problem: how to model the offset between center lines of beam and slab? can this achieve by using Transformation offset dx dy dz? or just assign the accurate coordinates of slab nodes and use equalDOF to connect beam a...