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

Table 2

Damage grade of pier.

Destruction level	Destruction description	Quantitative description of damage indicators
Basically intact	Small cracks in concrete
Minor damage	First yield of longitudinal bar
Moderate damage	Longitudinal bar reaches theoretical yield value
Severe damage	Core area concrete reaches the maximum bearing capacity
Complete failure	Core area concrete crushed