Dynamic properties of the simulated tensegrity bridges. δi , T, f and ω are the initial vertical displacements, the period of vibration, the frequency of vibration and the angular frequencies.

Table 5: Dynamic properties of the simulated tensegrity bridges. δi , T, f and ω are the initial vertical displacements, the period of vibration, the frequency of vibration and the angular frequencies.

n	δ₁ [m]	δ₂ [m]	δ₃ [m]	T [s]	f [Hz]	ω [rad/s]
1	0.1	-	-	0.125	8.00	50.27
2	0.1	0	-	0.128	7.83	49.20
2	0	0.1	-	0.115	8.68	54.54
3	0.1	0	0	0.122	8.19	51.46
3	0	0.1	0	0.092	10.91	68.55
3	0	0	0.1	0.084	11.90	74.77