The paper deals with the problem of parameters optimizations of multiple tuned mass dampers (MTMD) for multi-degree-freedom-system. Theoretical considerations have been illustrated by numerical examples.
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In this paper the Lyapunov equation is used to analyse random vibration of building structure. The structures with mass dampers are considered. The excitation forces which are functions of fluctuations of wind velocity are treated as random forces. Lyapunov equation is used to determine root mean square of displacements. Results of example calculation are presented and briefly discussed.
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