Experimental Research on Damping Effect of Double-Layer Tuned Mass Damper for High-Rise Structure

<div>ADR and AR of the model before and after the DTMD installation under the NFPT ground motions (case-III, E2). (a) Absolute displacement. (b) Acceleration.</div>

Shock and Vibration

fig8

Figure 8

Figure 8: Experimental Research on Damping Effect of Double-Layer Tuned Mass Damper for High-Rise Structure 