Hyperbolic towers
Most Important Structures in this Category
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| # | Name | Country | height |
|---|---|---|---|
| 1 | Canton Tower | China | 600 m |
| 2 | Zhongyuan Tower | China | 388 m |
| 3 | Cooling Tower at Niederaussem Power Plant | Germany | 200 m |
| 4 | Duisburg-Walsum Cooling Tower | Germany | 181 m |
| 5 | Shukhov Tower | Russia | 150 m |
| 6 | Dzerzhinsk High-Voltage Masts | Russia | 128 m |
| 7 | Kobe Port Tower | Japan | 100 m |
| 8 | Ještěd Tower | Czechia | 100 m |
| 9 | Adziogol Lighthouse | Ukraine | 64 m |
| 10 | Vinarium Tower | Slovenia | 53.5000 m |
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Literature
- Analysis of Hyperbolic Cooling Towers. In: Journal of the American Concrete Institute (ACI Journal Proceedings), v. 66, n. 5 ( 1969).
- (1993): Analysis of hyperbolic cooling towers for wind loads with ACMC and semi-loof shell elements. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 46-47 (August 1993), pp. 477-486.
- (1985): Analysis of hyperbolic cooling towers with local imperfections. In: Engineering Structures, v. 7, n. 4 (October 1985), pp. 273-279.
- (1967): Bending of Hyperbolic Cooling Towers. In: Journal of the Structural Division (ASCE), v. 93, n. 5 (October 1967), pp. 125-146.
- (1961): The Calculation of Membrane Stresses in Hyperbolic Codling Towers. In: Proceedings of the Institution of Civil Engineers, v. 19, n. 4 (August 1961), pp. 503-514.
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