Comparison Study of Vibration Control Effects between Suspended Tuned Mass Damper and Particle Damper

Figure 2

Frequency response of the acceleration time history of the primary structure, 𝜇=5%.

(a) 𝑓=1.1𝑓₀

(b) 𝑓=1.0𝑓₀

(c) 𝑓=0.65𝑓₀