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

Figure 6

(a) SDOF system’s mean peak responses (𝑓_𝑛=0.25 Hz and 𝜉=10% for SAMPCVD with HC=1 and 𝑟=1) evolutions with control interval 𝑇_𝑠 and prediction horizon HP, when subjected to type 1 seismic actions (10 accelerograms). (b) Ratios evolution with control interval (relative to 𝑇_𝑠=5 ms) for HP=50.

(a)

(b)