Research Article

Effect of Material Characteristics of High Damping Rubber Bearings on Aseismic Behaviors of a Two-Span Simply Supported Beam Bridge

Figure 6

Hysteretic curves of HDR bearings with different dampings: (a) 0 kN·s/m; (b) 20 kN·s/m; (c) 40 kN·s/m; (d) 60 kN·s/m; (e) 80 kN·s/m.
(a)
(b)
(c)
(d)
(e)