Stability behaviour and dynamic response of cooling towers subjected to wind loading
In this study, a linear eigenvalue buckling parametric analysis is presented for various cooling tower shell geometries. The shells are subjected to increasing wind pressures (speeds) to observe the trends in the critical buckling pressures/speeds at which the shell first buckles and the correspondi...
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| Format: | Dissertation |
| Language: | English |
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University of Cape Town
2017
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| Online Access: | http://hdl.handle.net/11427/24305 |