Research Article
Analytical Analysis of Seismic Behavior of Cold-Formed Steel Frames with Strap Brace and Sheathings Plates
Table 8
The evaluated seismic parameters of sheeting walls (
).
| Specimen | Thickness (mm) | 1-side | 2-side | | | | | | | | |
| DFP
| 12.5 | 2.41 | 1.95 | 2.04 | 3.99 | 1.62 | 1.50 | 2.36 | 3.53 | 15 | 2.06 | 1.77 | 2.24 | 3.96 | 1.54 | 1.44 | 2.65 | 3.82 | 17.5 | 1.83 | 1.63 | 2.42 | 3.95 | 1.42 | 1.36 | 2.82 | 3.83 | 20 | 1.49 | 1.41 | 2.60 | 3.66 | 1.31 | 1.27 | 3.04 | 3.87 |
| OSB | 10 | 3.06 | 2.26 | 1.80 | 4.07 | 1.97 | 1.71 | 1.97 | 3.38 | 12.5 | 2.67 | 2.08 | 1.94 | 4.04 | 1.83 | 1.63 | 2.24 | 3.65 | 15 | 2.38 | 1.94 | 2.18 | 4.23 | 1.72 | 1.56 | 2.56 | 4.00 | 17.5 | 2.08 | 1.78 | 2.34 | 4.16 | 1.61 | 1.49 | 2.74 | 4.08 | 20 | 1.70 | 1.55 | 2.53 | 3.92 | 1.49 | 1.41 | 2.92 | 4.11 |
| CSP | 10 | 3.52 | 2.46 | 1.68 | 4.13 | 2.18 | 1.83 | 1.92 | 3.52 | 12.5 | 3.08 | 2.27 | 1.89 | 4.29 | 2.04 | 1.75 | 2.33 | 4.09 | 15 | 2.64 | 2.07 | 2.09 | 4.32 | 1.86 | 1.65 | 2.44 | 4.02 | 17.5 | 2.31 | 1.90 | 2.24 | 4.26 | 1.79 | 1.61 | 2.66 | 4.27 | 20 | 1.88 | 1.66 | 2.45 | 4.07 | 1.65 | 1.52 | 2.78 | 4.22 |
| GWB | 10 | 4.06 | 2.67 | 1.54 | 4.11 | 2.57 | 2.03 | 1.68 | 3.42 | 12.5 | 3.55 | 2.47 | 1.73 | 4.27 | 2.28 | 1.89 | 2.01 | 3.79 | 15 | 2.86 | 2.17 | 2.02 | 4.39 | 2.09 | 1.78 | 2.88 | 5.14 | 17.5 | 2.48 | 1.99 | 2.16 | 4.30 | 1.92 | 1.69 | 2.51 | 4.23 | 20 | 2.02 | 1.74 | 2.30 | 4.01 | 1.77 | 1.59 | 2.65 | 4.22 |
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