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

<div>Comparisons of maximum seismic response of the steel frame with and without VDs: (a) maximum interstorey drifts and (b) maximum absolute accelerations. (—represent the structure without VDs; –·–represent the structure with VDs).</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Vibration Reduction Performance of Structures with Viscous Dampers under Near-Field Earthquakes 