Panel zone deformation
Panel zone deformation
(OP)
How to determine the contribution of panel zone deformation to overall story drift? (Per "Modeling requirements" Sec. 1630.1.2 Item 2 UBC-97, p.2-13,2-14).
Thanks.
Thanks.
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RE: Panel zone deformation
The AISC Seismic Provisions for Structural Steel Buildings also mentions this in section 9.2b.b (page 9)(April 15, 1997 edition). Also see the commentary on this.
I would also be interested in whatever you can find.
RE: Panel zone deformation