Geometricky nelineární analýza rozhledny
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Vysoká škola báňská - Technická univerzita Ostrava
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Abstract
The bachelor thesis is focused on the creation of algorithm for calculation of spatial truss by direct stiffness method with the inclusion of the influence of geometrical non-linearity. The calculation can be used for any steel or wooden girder construction after a change in design. Part of the thesis is a description of the creation of a program and a demonstration of calculation with graphical outputs of the real steel structure of the view-tower and its replacement with the wooden constructions.
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Direct stiffness method, geometrical non-linear, truss, Matlab