Lateral Seismic Fragility Assessment of Cable-Stayed Bridge with Diamond-Shaped Concrete Pylons

Figure 10

Regression analysis of seismic demand. (a) Curvature of sec. T4 in pylon. (b) Curvature of sec. D1 in pier. (c) Deformation between pylon and girder. (d) Deformation between pier #0 and girder.

(a)

(b)

(c)

(d)