Experimental Assessment of a Skyhook Semiactive Strategy for Seismic Vibration Control of a Steel Structure

<div>Plan view of base, 1st floor, and 2nd floor: position of sensors. D5 and D6 measured displacement demand in MR dampers. F1 and F2 measured the reaction’s force of these devices.</div>

Shock and Vibration

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Figure 5

Figure 5: Experimental Assessment of a Skyhook Semiactive Strategy for Seismic Vibration Control of a Steel Structure 