Research Article
Seismic Fragility Analysis of Buildings Based on Double-Parameter Damage Models considering Soil-Structure Interaction
| Thickness (m) | Density (kg/m3) | Shear wave velocity (m/s) | Passion’s ratio | Damping ratio | Shear modulus (MPa) | Elastic modulus (MPa) | Cohesion (Pa) | Internal friction angle (°) |
| 5 | 2000 | 190 | 0.4 | 0.05 | 20 | 48 | 25000 | 15 | 5 | 2100 | 200 | 0.4 | 0.05 | 20.4 | 72.58 | 40000 | 20 | 10 | 2200 | 210 | 0.4 | 0.05 | 43.12 | 103.49 | 50000 | 25 |
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