Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 82
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2nd Level wx based on 2nd Floor DL, Less Clerestory, + 0.5 x (Upper Walls + Lower Walls)
Figure C.1 illustrate three types of Shear Wall Layouts for Office Building Model
2-Story otel Building - 1st 2n Floor
4-Story ffice Building - 4th floor
5-Story Office Building - 5th floor
- Shear Wall
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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/m1/90/: accessed May 22, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .