Theoretical Study Regarding the Stability Analysis of the Trees Load by the Wind Forces
Abstract
The tree considered in this paper have the mechanical model similar like a beam clamped-free having different sections. All loads considered in this paper have been static. The approximate methods applied are more general calculus methods of beams, by means of which one can achieve satisfying results. These methods can be extended even to the cases of beams having different shapes and thickness. The energy methods occupy an important position among the approximate methods for solving the dangerous sections. We determinate the maximum bending moments and shear forces in the sections of the mechanical model loaded by the wind forces. Finally, using the analitycal methods we compare the results obtained using the approximate methods.
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