Design and Analysis of a Novel Quasi-Zero Stiffness Isolator under Variable Loads

Figure 16

Dimensionless response displacement of different systems under different Ω: (a) Ω = 0.5; (b) Ω = 1; (c) Ω = 1.5; and (d) Ω = 2.

(a)

(b)

(c)

(d)