The work presents the dynamics analysis of the support construction for the automatic final proofer for dough raising by Gostol-Gopan d. o. o. The company follows a wide variety of standards and at the same time tries to follow the customer's wishes as much as possible. Due to the customer's requirements for having an earthquake-resistant structures the work focuses on the analysis of the supporting framework of the proofer subjected to seismic loading. Using the finite element method a numerical model is developed and then the static, modal and harmonic analyzes are performed. Based on the numerical analyzes it was found that the framework of automatic final proofer does not withstand the required loads, so modifications were made to reduce stresses at critical points and increase the chance of the structure survival in case of seismic action.
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