Research Article
Classification of Earthquake-Induced Damage for R/C Slab Column Frames Using Multiclass SVM and Its Combination with MLP Neural Network
Table 4
The range of structural and ground motion parameters used.
| | Type | Parameters | Definition | Range of parameters |
| | Structural | H/B | The ratio of total building height to width | 1.44–1.78 | | L (m) | Frame load share from lateral bays | 3.25–3.35 | | IC (mm4) | Total moment of inertia for first story columns | 200000–106666.7 | | IB (mm4) | Total moment of inertia for first story beams | 90000–50625 | | N | Number of stories | 4–8 | | B | Number of bays | 3-4 | | M (m) | Maximum bay length | 3–4.5 |
| | Ground motion | PGA (g) | PGA | 0.1–1.0 | | FC (Hz) | Frequency content | 0.22–4.297 | | (sec) | Effective time | 6.99–36.32 | | A/V (g/cms−1) | Ration of PGA to PGV | 0.004–0.029 |
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