Redukcja drgań rezonansowych stalowych fundamentów ramowych pod maszyny obrotowe

A matrix dynamic equation of motion of a steel frame foundation for rotary machines, equipped with passive dynamic absorbers, is formulated. Transoms and columns of the foundation are made as thin walled bars of an open contour. The machines are treated as vibroisolated rigid bodies. The spatial thin walled frame is discretised with FEM. The system satisfies some orthogonality conditions, used in the assembly process. The absorbers are optimally localised as well as optimally tuned with respect to selected modal systems of the original structure and are applied for reducing steady-state forced vibrations of the light damped foundation in the resonant zones. A computer algorithm and programme are written, useful for dynamic analysis of engineering structures undertaken. Dynamic analysis of a realistic foundation for a turboset is performed.