Vibration Reduction Performance of Structures with Viscous Dampers under Near-Field Earthquakes

<div>Normalized displacement and acceleration spectra for ETD and PTD (<i>R</i> = 4): (a)-(b) normalized displacement spectra for ETD and PTD, respectively; (c)-(d) normalized acceleration spectra for ETD and PTD, respectively.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Vibration Reduction Performance of Structures with Viscous Dampers under Near-Field Earthquakes 