In this article the München approach to deformation analysis is presented. The main characteristics of this process are testing of congruence of the geodetic network, testing of affinity of the geodetic network, calculation of deformation parameters and determination of the stability of points. First, the theoretical background of the approach is described. Then it is applied to simulated observations in two epochs. In the example presented, the results of the München approach differ only slightly from the results obtained from the Fredericton, Delft, Karlsruhe and Hannover approaches.
Key words: deformation analysis, München approach, numerical example