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

<div>Seismic response of the piers: (a) time-history curve of pier top displacement and (b) moment-curvature hysteretic curve.</div>

Shock and Vibration

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Figure 3

Figure 3: Feasibility Study of Using Engineered Cementitious Composite and High-Strength Bars in Rigid Bridge Piers Based on Seismic Vulnerability Analysis 

Figure 3 | Feasibility Study of Using Engineered Cementitious Composite and High-Strength Bars in Rigid Bridge Piers Based on Seismic Vulnerability Analysis 