Multi-Objective Optimization Design of Control Devices to Suppress Tall Buildings Vibrations against Earthquake Excitations Using Fuzzy Logic and Genetic Algorithms - Design Optimization of Active and Passive Structural Control Systems - page 205

Figure 15. The time history responses of the building under Kobe earthquake with the optimum point
with lowest ||J|| 2 for STMD system compared with those of the uncontrolled ones (velocity)
Figure 16. The time history responses of the building under Kobe earthquake with the optimum point with
lowest ||J|| 2 for STMD system compared with those of the uncontrolled ones (acceleration of top floor)