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This paper presents the results and the process of numerical analysis of a selected section of the concrete dam in Rożnów. The calculations were carried out for two different variants: the gravity section and the buttress section. The effects of the geometry on the temperature distribution inside the section, and the effect of the temperature on displacements, were examined.

Comparison of temparature and displacements of a gravity section and a buttress section illustrated with the example of concrete dam in Rożnów