Hi there - I'm hoping somebody might help me with this.
I'm currently doing some analyses in SeismoStruct on RC walls subjected to torsion.
The walls are U-shaped and I'm modelling using to the Wide-Column Model (with rigid links).
While I can change the properties of the rigid links (modeled as ...
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- by ryanchinaski
- 10 Feb 2019, 16:48
- Forum: 03-Analytical/modelling capabilities
- Topic: Torsional stiffness of RC beam-column elements
- Replies: 1
- Views: 2029
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