Abstract
The research paper presents the results of a static analysis of selected geodesic domes. Geodesic domes are spherical architectonic structures formed by triangular, presenting great sturdiness while keeping the structure very light. Geodesic domes, especially singlelayered, due to their small mass compared to the applied loads must be carefully analysed, not only with respect to statistics, but also subject to modal analysis. The basis for generating geodesic domes rod can be polyhedra shapely such as octahedron or icosahedron. In the first part of the paper presented the historical development of geodesic domes. The last issue showed in the work is the presentation of the results and conclusions of the analysis carried out on geodesic domes with the base of octahedron and icosahedron, depending on the density of geodetic division. Domes were loaded with its own weight and the effect of the wind.
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