I am trying to simulate totally rigid links without additional damping and zero mass between my column HEB and IPEs.
Which link element type is totally rigid
May I use the rigid offset lengths through element connectivity window??
thanks !
Search found 2 matches
- 10 Dec 2018, 21:38
- Forum: 03-Analytical/modelling capabilities
- Topic: Steel frame-rigid link between HEB and IPEs
- Replies: 1
- Views: 1930
Steel frame-rigid link between HEB and IPEs
Hello
I am trying to simulate totally rigid links without additional damping and zero mass between my column HEB and IPEs.
Which link element type is totally rigid
May I use the rigid offset lengths through element connectivity window??
thanks !
I am trying to simulate totally rigid links without additional damping and zero mass between my column HEB and IPEs.
Which link element type is totally rigid
May I use the rigid offset lengths through element connectivity window??
thanks !
- 10 Dec 2018, 21:16
- Forum: 02-Getting started with the modelling
- Topic: Building modeller
- Replies: 1
- Views: 1933
Building modeller
Dear Seismosoft Team,
Is it possible to set elastic frame elements on my building modeller project, instead of the inelastics ?
Thanks a lot.
Is it possible to set elastic frame elements on my building modeller project, instead of the inelastics ?
Thanks a lot.