ABSTRACT
This first stage involved the search for a suitable shape and optimum dimensions of the test stand in collaboration with the Institute of Structural Mechanics of Brno University of Technology using the ANSYS computer program. Following entering input parameters such as estimated load parameters (max. traffic load, dynamic traffic load action, estimated number of passes etc.) or properties of building materials to be used for construction, the above-mentioned computer program designed a stand from steel elements forming a cube with an edge length of 1.5 m and a damping lining around the vertical walls 15 mm thick.
