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This paper compares the cooling tower of Civaux on meridional supports to equivalent towers supported by the usual diagonals. It is shown that both kinds of support have their own advantage and do not offer a unique and definite solution.
Natural frequencies of guyed masts were determined by modelling the mast as truss elements in one model and as beam-column elements in another model. Guys were modelled as cable elements in both cases. The natural frequencies from the two models agreed closely with each other. For the purpose of verification of the finite element modelling, two triangular steel latticed scale-modelled guyed masts...
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