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

Table 3

Quantified damage index for different limit states.

Component	Damage index	Limit states
		SD	MD	ED	CD
Pylon	Curvature (1/m)	0.49	0.65	10.60	29.00
Pier #0		0.25	0.33	5.05	15.00
Pier #1		0.25	0.33	5.18	14.90
Pier #2		0.25	0.33	5.19	14.90
Bearing	Deformation (mm)	20	75	415	755