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

Figure 5

The seismic response of the SDOF structure with the different values of : (a) the displacement of ETD; (b) the acceleration ratios of ETD; (c) the displacement response spectra of the uncontrolled structure and the structure with VDs.

(a)

(b)

(c)