Research Article
Effectiveness of Using Polymer Bumpers to Mitigate Earthquake-Induced Pounding between Buildings of Unequal Heights
| Structural characteristics | Left building | Right building |
| Storey mass (kg) | 9 × 106 | 5 × 106 | Storey initial stiffness (N/m) | 1.1237 × 1010 | 5.2580 × 109 | Storey yield force (N) | 8.1101 × 107 | 2.4392 × 107 | Storey damping coefficient (kg/s) | 4.5185 × 107 | 2.5088 × 107 | Natural vibration period (s) | 1.76 | 1.10 | Damping ratio | 0.05 | 0.05 |
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