Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 83
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2-Story otel Building - 1st Floor
4-Story Office Building - 1st, nid & 3rd oor
5-Story Office Building - 3rd 4th Floc r
4 rt H- _ Bearing Wall
66.6'- Shear Wall
4444 4 44 "X4 4 4 "4
5-Story Office Building - 1st & 2nd Floor
[ XI 4x 2 4X11 Hh Bearing Wall
6.6 - Shear Wall
Figure C.1 - Three Types of Shear Wall Layouts for Office Building Model
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Lan, Xing. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets, thesis, August 2017; Denton, Texas. (https://digital.library.unt.edu/ark:/67531/metadc1011859/m1/91/: accessed May 21, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .