Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 92
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D2. 2-Story Office Building Nonlinear Analysis in the Short Direction
Figure D.3 - Pushover Curve of 2-Story Office Building Model in the Short Direction
Table D.3 - Pushover Results of 2-Story Office Building Model in the Short Direction
T (s) T1 (s) 5u(in.) (Sy.e f(in.) Vmax(kips) Vdesign(kips) ST El
0.244 0.580 2.47 46.86 11.06 1.77 4.24 2.47
Vde gn=11.06 I
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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/m1/100/: accessed May 21, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .