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This document discusses harmonic vibration with viscous damping in structural dynamics. It provides equations to model the response of single-degree-of-freedom systems to harmonic loading when accounting for viscous damping. It examines the role of damping on steady-state response magnitude and rate of attainment when the forcing frequency equals the natural frequency. Damping is shown to lower response peaks and limit response to a bounded value for an undamped system.

Author

Naweed rabani

Language

EN