Fig. 5From: Utilizing a new self-centering hysteresis model to assess the seismic vulnerability of a long-span cable-stayed bridge equipped with SMA wire-based roller bearingsThe detailed geometry of the cable-stayed bridge (meters) (a) Bridge model, (b) Floating system (FS), (c) Rigid system (RS), and (d) SMA-RB system (SMA-RBS)Back to article page