Feasibility Study of Using Engineered Cementitious Composite and High-Strength Bars in Rigid Bridge Piers Based on Seismic Vulnerability Analysis

Table 3

Control section damage index of RC and RC/ECC pier.

Limit state (damage index)		Minor damage ()	Moderate damage ()	Severe damage ()	Complete failure ()
RC pier	Top	0.001117	0.001290	0.005000	0.005535
	Bottom	0.001155	0.001340	0.005084	0.005576
RC/ECC pier	Top	0.001604	0.001867	0.005159	0.005614
	Bottom	0.001114	0.001537	0.005256	0.005662