Research Article
Seismic Fragility Analysis of Buildings Based on Double-Parameter Damage Models considering Soil-Structure Interaction
Table 6
Parameters of the fragility functions in terms of PGA for the analysed structure without considering SSI effect.
| Damage model | Median PGA (g) | Dispersion | LS1 | LS2 | LS3 | LS4 | LS1 | LS2 | LS3 | LS4 |
| IMDR | 0.29 | 0.46 | 1.03 | 3.69 | 0.85 | 0.88 | 0.88 | 0.92 | Park–Ang | 0.11 | 0.31 | 0.55 | 1.65 | 0.87 | 0.90 | 0.90 | 0.94 | Niu | 0.17 | 0.48 | 0.98 | 1.58 | 0.73 | 0.76 | 0.76 | 0.81 | Lu–Wang | 0.4 | 0.71 | 1.04 | 1.36 | 1.01 | 1.04 | 1.04 | 1.07 |
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