Predictive Control for Earthquake Response Mitigation of Buildings Using Semiactive Fluid Dampers

Figure 5

(a) Simulation results for the SDOF model (𝑓_𝑛=0.25 Hz and 𝜉=10%) subjected to one type 1 accelerogram without devices, with passive and SAMPCVD; (b) peak values’ statistics for 10 type 1 input time series.

(a)

(b)