Study on the Aging Time Variation Law of Mechanical Properties of the Laminated Rubber Bearing in Coastal Bridges considering Frictional Slip

Table 1

Mooney–Rivlin parameters.

Aging time (years)		0	10	20	30	40	50	60	70	80	90	100
Material constants	C10 (MPa)	0.405	0.420	0.435	0.450	0.465	0.480	0.495	0.510	0.525	0.540	0.555
	C01 (MPa)	0.202	0.221	0.225	0.229	0.233	0.237	0.241	0.245	0.249	0.253	0.257