Thank you so much for your advice sir.
I think the second method is the appropriate method for my case. For now, I will follow this method.
But since I have to run many cases the trial and error will cost some time.
if the seismosoft support can provide other efficient ways it will be helpful.
Search found 2 matches
- 19 Sep 2019, 02:20
- Forum: 03-Analytical/modelling capabilities
- Topic: Push-over with initial displacement
- Replies: 3
- Views: 2410
- 17 Sep 2019, 08:53
- Forum: 03-Analytical/modelling capabilities
- Topic: Push-over with initial displacement
- Replies: 3
- Views: 2410
Push-over with initial displacement
Hi,
I want to do a PO for 3-story 2D frame model with an initial displacement applied (represented a damaged building).
I have tried to apply the displacement as a permanent load at the roof node, but when I did the PO, displacement of the node stayed the same as the prescribed initial displacement ...
I want to do a PO for 3-story 2D frame model with an initial displacement applied (represented a damaged building).
I have tried to apply the displacement as a permanent load at the roof node, but when I did the PO, displacement of the node stayed the same as the prescribed initial displacement ...