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

Table 2

Mechanical property test program of novel antivibration bearing.

Test types	Loading direction	Amplitude	Loading frequency/Hz	Loading waveform	Vertical loads/kN	Cycle-index
Compression property	Vertical	/	/	/	3500	3
Shear property	Longitudinal	mm	0.005	/	2600	3
	Lateral	kN	0.2	/	2600	3
Shearing strain correlation	Longitudinal	25 mm	0.5	Sine	2600	3
		50 mm	0.5	Sine	2600	3
		75 mm	0.5	Sine	2600	3
Loading frequency correlation	Longitudinal	50 mm	0.001	Ramp	2600	1
		50 mm	0.005	Ramp	2600	1
		50 mm	0.01	Ramp	2600	3
		50 mm	0.1	Sine	2600	3
		50 mm	0.5	Sine	2600	3
		50 mm	1.0	Sine	2600	3
		50 mm	2.0	Sine	2600	3
Loading times correlation	Longitudinal	50 mm	0.5	Sine	2600	50
Ultimate shear property	Longitudinal	mm	/	/	3500	/