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

Figure 7

Comparison of bearing force-displacement relationship curves under horizontal recycling load (6 MPa): (a) 100%, (b) 200%, (c) 250%, and (d) 300%.

(a)

(b)

(c)

(d)