Predictive Control for Earthquake Response Mitigation of Buildings Using Semiactive Fluid Dampers
Figure 7
Result for system with Hz and considering ms, . and . (a) System eigenvalues’ moduli (maximum values) evolution with acceleration weight; (b) system responses’ (peak values) evolution with acceleration weight when subjected to type 1 seismic actions; (c) system responses’ (mean peak values) evolution with prediction horizon for different natural frequencies ( to 1.00 Hz) for SAMPCVD, when subjected to type 1 seismic actions (10 input time accelerograms).