Study on the Stiffness Correction Method of Novel Antivibration Bearing for Urban Rail Transit Viaduct

Table 5

Test results of in different loading frequency.

Frequency (Hz)	(kN)	(kN)	(mm)	(mm)	(kN/mm)	Normalization
0.001			49.14		8.11	1.12
0.005			49.14		8.07	1.12
0.01			48.97		7.96	1.10
0.1			49.74		7.21	1.00
0.5			49.29		7.21	1.00
1.0			48.14		6.85	0.95
2.0			49.04		6.68	0.93