Research Article
Analytical Analysis of Seismic Behavior of Cold-Formed Steel Frames with Strap Brace and Sheathings Plates
Table 9
The evaluated seismic parameters of braced walls.
| Specimen | 1-side | 2-side | | | | | | | | |
| B | 2.08 | 1.78 | 1.05 | 1.87 | 2.25 | 1.87 | 1.68 | 3.14 | C | 1.77 | 1.59 | 1.16 | 1.85 | 1.96 | 1.71 | 1.77 | 3.02 | D | 2.97 | 2.22 | 1.00 | 2.22 | 3.08 | 2.27 | 1.00 | 2.27 | E | 2.36 | 1.93 | 1.00 | 1.93 | 2.50 | 2.00 | 1.25 | 2.50 | F | 2.30 | 1.89 | 1.00 | 1.89 | 2.42 | 1.96 | 1.45 | 2.84 | G | 2.74 | 2.13 | 1.00 | 2.13 | 2.85 | 2.17 | 1.00 | 2.17 | H | 3.26 | 2.35 | 1.00 | 2.35 | 3.36 | 2.39 | 1.00 | 2.39 | I | 2.52 | 2.01 | 1.00 | 2.01 | 2.62 | 2.06 | 1.07 | 2.20 |
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