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

<div>Acceleration response spectra of selected ground motions compared with the design response spectrum. (a)Site-II ground motions. (b) NFPT ground motions. (c) LP ground motions.</div>

Shock and Vibration

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Figure 2

Figure 2: Experimental Research on Damping Effect of Double-Layer Tuned Mass Damper for High-Rise Structure 