Research Article
Design Earthquake Response Spectrum Affected by Shallow Soil Deposit
Table 7
Properties of the proposed DRS-3.
| TG | Fa | Fv | Constant-acceleration range | This study | IBC 2015 | T2 | T1 | T0 | TS |
| TG < 0.4 s | 2.2 | 1.4 | 0.1 | 0.4 | 0.056 | 0.28 | 0.4 s ≤ TG < 0.7 s | 1.7 | 1.6 | 0.2 | 0.6 | 0.08 | 0.38 | 0.7 s ≤ TG | 1.4 | 2.4 | 0.3 | 0.9 | 0.14 | 0.69 |
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