Research Article
Seismic Damage and Collapse Assessment of Reinforced Concrete Frame Structures Using a Component-Classification Weighted Algorithm
Table 5
Failure probability corresponding to different fortification intensities (SA1 and PGD).
| Performance level | Earthquake magnitude | Fortification intensity = 8 | Fortification intensity = 9 | SA1 (cm/s2) | PGD | SA1 (cm/s2) | PGD | 100 cm | 300 cm | 600 cm | 1000 cm | 100 cm | 300 cm | 600 cm | 1000 cm |
| Operational performance | Frequent earthquake | 81 | 0.001 | 0.001 | 0.002 | 0.025 | 175 | 0.040 | 0.043 | 0.052 | 0.246 | Basic fortification | 158 | 0.029 | 0.032 | 0.039 | 0.204 | 316 | 0.335 | 0.544 | 0.665 | 0.815 | Rare earthquake | 316 | 0.335 | 0.444 | 0.665 | 0.885 | 491 | 0.711 | 0.822 | 0.949 | 0.973 | Slight damage | Frequent earthquake | 81 | 0.000 | 0.000 | 0.001 | 0.010 | 175 | 0.016 | 0.018 | 0.022 | 0.143 | Basic fortification | 158 | 0.011 | 0.013 | 0.116 | 0.213 | 316 | 0.069 | 0.174 | 0.287 | 0.338 | Rare earthquake | 316 | 0.069 | 0.274 | 0.387 | 0.638 | 491 | 0.318 | 0.426 | 0.545 | 0.752 | Medium damage | Frequent earthquake | 81 | 0.000 | 0.000 | 0.000 | 0.006 | 175 | 0.010 | 0.011 | 0.014 | 0.103 | Basic fortification | 158 | 0.007 | 0.008 | 0.010 | 0.080 | 316 | 0.046 | 0.050 | 0.060 | 0.269 | Rare earthquake | 316 | 0.046 | 0.050 | 0.060 | 0.269 | 491 | 0.184 | 0.290 | 0.305 | 0.476 | Serious damage | Frequent earthquake | 81 | 0.000 | 0.000 | 0.000 | 0.002 | 175 | 0.003 | 0.004 | 0.005 | 0.050 | Basic fortification | 158 | 0.002 | 0.002 | 0.003 | 0.037 | 316 | 0.020 | 0.022 | 0.026 | 0.160 | Rare earthquake | 316 | 0.020 | 0.022 | 0.026 | 0.160 | 491 | 0.039 | 0.092 | 0.211 | 0.343 |
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