Research Article
Artificial Neural Network-Based Method for Seismic Analysis of Concrete-Filled Steel Tube Arch Bridges
| Magnitude | Rjb (km) | Vs30 (m/sec) | PGAx (g) | PGAy (g) | PGAz (g) | I |
| 6.610 | 89.370 | 813.480 | 0.020 | 0.015 | 0.010 | 0.184 | 6.190 | 53.890 | 116.350 | 0.043 | 0.065 | 0.016 | 0.186 | 6.930 | 43.060 | 133.110 | 0.274 | 0.220 | 0.083 | 0.241 | 6.930 | 24.520 | 215.540 | 0.084 | 0.072 | 0.027 | 0.186 | 6.930 | 74.040 | 873.100 | 0.079 | 0.079 | 0.029 | 0.183 | 7.620 | 24.960 | 235.130 | 0.147 | 0.117 | 0.091 | 0.203 | 7.620 | 19.930 | 538.690 | 0.173 | 0.227 | 0.125 | 0.201 | 7.620 | 19.070 | 277.500 | 0.159 | 0.153 | 0.165 | 0.248 | 7.620 | 19.370 | 492.260 | 0.302 | 0.639 | 0.123 | 0.337 | 7.620 | 24.100 | 442.150 | 0.142 | 0.182 | 0.079 | 0.220 |
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