Research Article
Evaluation of the Floor Acceleration Amplification Demand of Instrumented Buildings
Table 4
Velocity factor (α) in the concrete buildings.
| Height type | PGA (g) | Fitted | 65% | 75% | 85% |
| Lowrise | ≤0.035 | 2.25 | 2.34 | 2.74 | 3.00 | 0.035–0.1 | 2.03 | 1.88 | 2.48 | 3.00 | 0.1–0.2 | 1.70 | 1.35 | 2.23 | 2.58 | >0.2 | 1.31 | 1.53 | 1.82 | 2.02 |
| Highrise | ≤0.035 | 1.92 | 1.82 | 2.30 | 3.00 | 0.035–0.1 | 1.82 | 2.15 | 2.66 | 3.00 | 0.1–0.2 | 0.74 | 1.00 | 1.15 | 1.77 | >0.2 | 0.48 | 1.00 | 1.00 | 1.00 |
| Skyscraper | ≤0.035 | 1.66 | 2.27 | 3.00 | 3.00 | 0.035–0.1 | NA | NA | NA | NA | 0.1–0.2 | NA | NA | NA | NA | >0.2 | NA | NA | NA | NA |
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Note. “NA” denotes that no data were available.
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