The article aims at presenting the implementation of different deformation analysis approaches for determining - on the basis of geodetic observations and with the use of statistical methods-the three-dimensional displacements of a given object. On the test example of a simulated network the analysis of the Hannover, Asanin an Mihailovic approaches has been carried out. Additionally, a comparison regarding the efficiency of stable point identyfication according to the deformation analysis approaches has been made.
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