Research Article
Seismic Response and Safety Assessment of an Existing Concrete Chimney under Wind Load
Table 12
The displacement and acceleration amplitudes considering materials’ nonlinearity and P-∆ effect.
| Ground elevation (m) | 25 | 50 | 75 |
| Wind load | Displacement amplitude (mm) | 15 | 60 | 127 | Acceleration amplitude (m/s2) | 1.11 | 2.74 | 5.83 |
| Earthquake | Displacement amplitude (mm) | 61 | 239 | 498 | Acceleration amplitude (m/s2) | 7.86 | 9.54 | 26.4 |
| Wind load and earthquake | Displacement amplitude (mm) | 69 | 318 | 550 | Acceleration amplitude (m/s2) | 8.9 | 11.4 | 24.8 |
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