Current design rules for shell buckling provide no solutions for many real constructions or result in a significant underestimation of the carrying capacity by proposing rough approximations. Thus, for the case of combiwalls improved assessment rules based on the different aspects influencing the carrying behaviour in a different way are derived and given as design proposals for improving and extending the existing design codes on shell buckling. Lagrange coordinates
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Anton Hübner (2008) studied this question.
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