Research Article
Seismic Damage and Collapse Assessment of Reinforced Concrete Frame Structures Using a Component-Classification Weighted Algorithm
Table 6
Failure probability corresponding to different fortification intensities (SA1 and M).
| Performance level | Earthquake magnitude | Fortification intensity = 8 | Fortification intensity = 9 | SA1 (cm/s2) | M | SA1 (cm/s2) | M | M = 8 | M = 7 | M = 6 | M = 5 | M = 8 | M = 7 | M = 6 | M = 5 |
| Operational performance | Frequent earthquake | 81 | 0.040 | 0.033 | 0.028 | 0.024 | 175 | 0.141 | 0.122 | 0.107 | 0.096 | Basic fortification | 158 | 0.123 | 0.106 | 0.093 | 0.082 | 316 | 0.721 | 0.633 | 0.510 | 0.392 | Rare earthquake | 316 | 0.692 | 0.510 | 0.433 | 0.461 | 491 | 0.960 | 0.857 | 0.800 | 0.758 | Slight damage | Frequent earthquake | 81 | 0.020 | 0.016 | 0.013 | 0.011 | 175 | 0.084 | 0.071 | 0.061 | 0.053 | Basic fortification | 158 | 0.072 | 0.060 | 0.052 | 0.045 | 316 | 0.373 | 0.351 | 0.233 | 0.120 | Rare earthquake | 316 | 0.300 | 0.133 | 0.151 | 0.173 | 491 | 0.754 | 0.626 | 0.503 | 0.185 | Medium damage | Frequent earthquake | 81 | 0.014 | 0.011 | 0.009 | 0.007 | 175 | 0.062 | 0.052 | 0.044 | 0.038 | Basic fortification | 158 | 0.053 | 0.044 | 0.037 | 0.032 | 316 | 0.135 | 0.117 | 0.103 | 0.091 | Rare earthquake | 316 | 0.135 | 0.117 | 0.103 | 0.091 | 491 | 0.206 | 0.181 | 0.162 | 0.346 | Serious damage | Frequent earthquake | 81 | 0.006 | 0.005 | 0.004 | 0.003 | 175 | 0.033 | 0.027 | 0.022 | 0.019 | Basic fortification | 158 | 0.027 | 0.022 | 0.018 | 0.015 | 316 | 0.080 | 0.067 | 0.058 | 0.051 | Rare earthquake | 316 | 0.080 | 0.067 | 0.058 | 0.051 | 491 | 0.230 | 0.212 | 0.140 | 0.087 |
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