Research Article
Computational Study of Cold-Formed-Steel X-Braced Shear Walls
| | Finite element | Test results | FE/test results (dev. %) | Vu (kN) | Vy (kN) | ∆u (mm) | ∆y (mm) | Ke kN/mm | Kp kN/mm | Vu (kN) | Vy (kN) | ∆u (mm) | ∆y (mm) | Vu | Vy | ∆u | ∆y |
| 9C | 64 | 59 | 100 | 20 | 2.95 | 0.06 | 60 | 56 | 110 | 18 | 7% | 5% | 9% | 11% | 39A | 62 | 54 | 185 | 22 | 2.45 | 0.05 | 67 | 53 | 200 | 26 | 7% | 2% | 8% | 15% | 45A | 103 | 92 | 165 | 26 | 3.54 | 0.08 | 107 | 93 | 180 | 28 | 4% | 1% | 8% | 7% |
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