Research Article
Influence of Opening Locations on the Structural Response of Shear Wall
Table 3
Influence of opening locations on the maximum displacement of slender shear walls.
| | Case | Maximum displacement of shear wall at | | 0% damping | 2% damping | 5% damping | 10% damping | | | | | | | | |
| | Door cum window | 135 | 80.04 | 3.77 | 3.76 | 2.55 | 2.55 | 1.60 | 1.60 | | Two doors | 114 | 80 | 3.04 | 3.03 | 2.12 | 2.12 | 1.37 | 1.37 | | Two windows | 167.8 | 83.23 | 3.90 | 3.90 | 2.58 | 2.59 | 1.63 | 1.63 | | Three windows | 185.1 | 87.44 | 3.78 | 3.78 | 2.73 | 2.73 | 1.77 | 1.77 | | Four windows | 99.46 | 61.68 | 3.02 | 3.02 | 2.13 | 2.13 | 1.39 | 1.39 | | Staggered two windows | 161.3 | 16.7 | 3.86 | 3.87 | 2.48 | 2.48 | 1.55 | 1.55 | | Staggered four windows | 126.5 | 56.83 | 3.47 | 3.46 | 2.37 | 2.37 | 1.50 | 1.50 |
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