Research Article
Wind Load Characteristics and Action Mechanism on Internal and External Surfaces of Super-Large Cooling Towers under Wind-Rain Combined Effects
Table 2
Main structural size and picture of the studied super-large cooling tower.
| Component | Height/m | Middle surface radius/m | Wall thickness of tower body/m | Concrete grade | Overall schematic |
| Tower body | 32.50 | 80.50 | 2.00 | C40 | | 67.24 | 70.48 | 0.46 | 102.57 | 61.80 | 0.40 | 138.46 | 56.08 | 0.38 | 157.50 | 55.19 | 0.37 | 174.79 | 55.77 | 0.38 | 208.51 | 58.05 | 0.50 | Pillar | 52 pairs of X-shaped pillars with 1.8m×1.2m rectangular cross section | C45 | Circular foundation | 12.0m wide and 2.5m high | C35 |
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