Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 10
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beam. Figure 4.2 and Figure 4.3 demonstrate the testing setup with an 8 ft. x 4 ft. shear wall
Position Transducer Hydraulic Actuator
Wall S ecimenBox
Support Frame IWeight Box
Wood box with
Out of plane support
CFS shear wall
(b) Side View
Figure 4.1 - Testing Frame and Position Transducer Layout
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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/m1/18/: accessed May 23, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .