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

Table 6

Test results of in different loading times.

Times	(kN)	(kN)	(mm)	(mm)	(kN/mm)	Normalization
1			49.23		7.01	1.08
3			49.21		6.51	1.00
5			49.19		6.39	0.98
10			49.17		6.32	0.97
30			49.96		6.29	0.97
50			50.20		6.20	0.95