Research Article
Influence of Opening Locations on the Structural Response of Shear Wall
Table 4
Influence of opening locations on the maximum displacement of squat shear walls.
| Case | Maximum displacement of shear wall at | 0% damping | 2% damping | 5% damping | 10% damping | | | | | | | | |
| Door cum window | 16.20 | 11.84 | 1.38 | 1.39 | 0.64 | 0.64 | 0.39 | 0.39 | Two doors | 16.20 | 8.14 | 1.31 | 1.31 | 0.53 | 0.53 | 0.34 | 0.34 | Two windows | 35.44 | 12.91 | 1.59 | 1.59 | 0.65 | 0.65 | 0.40 | 0.40 | Three windows | 24.68 | 12.27 | 1.66 | 1.66 | 0.69 | 0.69 | 0.43 | 0.43 | Four windows | 8.28 | 8.06 | 1.30 | 1.30 | 0.53 | 0.53 | 0.34 | 0.34 | Staggered two windows | 32.92 | 31.05 | 1.52 | 1.52 | 0.61 | 0.61 | 0.38 | 0.38 | Staggered four windows | 9.02 | 9.00 | 1.41 | 1.41 | 0.59 | 0.59 | 0.37 | 0.37 |
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Not strengthenedā strengthened.
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