"Asadzadeh et al... studied the structural response... under static wind and pseudo static seismic forces. ...[T]wo types of... column supports at the base of the towers had been considered... The structural response... under wind and earthquake was... completely different for the towers supported on different columns."
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Ref: E. Asadzadeh, A. Rajan, M.S. Kulkarni, and S. Asadzadeh, "Finite Element Analysis for Structural Response of RCC Cooling Tower Shell Considering Alternative Supporting Systems," International Journal of Civil Engineering and Technology (IJCIET), vol. 3, no. 1, pp. 82-98, 2012.
https://en.wikiquote.org/wiki/Hyperboloid_structure
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