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Figure 18. Second floor drift of hybrid semi active
base isolated building with optimal FLC driven
MR damper (N. Palm Springs)
Figure 21. First floor acceleration of hybrid semi
active base isolated building with optimal FLC
driven MR damper (N. Palm Springs)
Figure 22. Second floor acceleration of hybrid
semi active base isolated building with optimal
FLC driven MR damper (N. Palm Springs)
Figure 19. Third floor drift of hybrid semi active
base isolated building with optimal FLC driven
MR damper (N. Palm Springs)
Figure 20. Base acceleration of hybrid semi active
base isolated building with optimal FLC driven
MR damper (N. Palm Springs)
Figure 23. Third floor acceleration of hybrid semi
active base isolated building with optimal FLC
driven MR damper (N. Palm Springs)
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