Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 15
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used for the sheathing, no opening is created in the sheathing, and the deck profile is shown in
Figure 4.5. The sectional view of the sheet-in shear wall is shown in Figure 4.6.
Table 4.2 - Test Matrix
Test Label Wall Type Test protocol Gravity Hold-down Vertical
(M/C) Load chord tracks
4x8x68x27 - T#1 Bearing wall M Y N 1
4x8x68x27 - T#1 Bearing wall C Y N 1
4x8x68x27 - T#2 Bearing wall C Y N 1
4x8x68x27 - T#1 Shear wall M Y Y 2
4x8x68x27 - T#1 Shear wall C Y Y 2
4x8x68x27 - T#2 Shear wall C Y Y 2
Note: M-Monotonic loading, C-Cyclic loading.Figure 4.5 - Verco Decking SV36 Sheathing Profile
I
dT-i
Figure 4.6 - Sectional View of Sheet-in Shear Wall (8 ft. x 4 ft.)
4.4 Material Properties
Coupon tests of each member were conducted according to the ASTM A370 (2006)
"Standard Test Methods and Definitions for Mechanical Testing of Steel Products" to obtain the
actual properties of the test materials in this project. The coating of the steel samples was removed
by hydrochloric wash prior to coupon tests.15
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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/m1/23/: accessed April 23, 2024), University of North Texas Libraries, UNT Digital Library, https://digital.library.unt.edu; .