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

Table 1

Sensors adopted to monitor the structural response during the tests.

Quantity	Transducer	Label in Figure 5
5	Temposonic digital transducers, ±250 mm, 2 μm of resolution	D0 to D4
5	Columbia servo-accelerometers, model SA-107LN, ±1 g	A0 to A4
2	Penny & Giles LP displacement transducers, type HLP190/SA, ±50 mm	D5 to D6
8	FGP servoaccelerometers, model FA101-A2, ±2 g	A5 to A12
2	AEP load cell, model TC4, ±50 kN	F1 to F2