Shock and Vibration / 2020 / Article / Tab 2

Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Table 2

Static response characteristics.

ParametersPier 6Pier 7Pier 8

Applied axial force (kN)239528303180
Lateral force capacity (kN)203016452065
Yield displacement (mm)326232
Yield curvature (1/m)0.003420.004890.00344

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