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Reference [7] is:
[7] Ruhewedel, J., Experimentelle Beuluntersuchungen von Kühlturmschalen
unter Windbelastung, Institut für Konstruktiven Ingenieurbau, Ruhr-Universität Bochum, Technical Reports Nr. 86-6, 1986
From:
Ihsan Mungan (Halic University, Istanbul, Turkey),
“A conceptual approach to shell buckling with emphasis on reinforced concrete shells”, Universidad Politécnica de Valencia, Congresos UPV, Proceedings of the Symposium of the International Association for Shell and Spatial Structures – IASS, 2009-11-25, ISBN 978-84-8363-461-5, pp. 39-50, Alberto Domingo and Carlos Lazaro (editors)
ABSTRACT: Author's own experimental and theoretical researches on buckling of shells of revolution are summarized with special emphasis on the conceptual approach behind them. Effect of the biaxial stress states is depicted in form of interaction diagrams. Design formulas based on these concepts and computations carried out for reinforced concrete hyperboloidal cooling tower shells allow the erection of very large and thin cooling towers which meanwhile have reached the 200m limit in height.
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