Shock and Vibration / 2020 / Article / Tab 3

Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Table 3

Maximum transverse displacement under bi- and triaxial input ground motions (in mm).

Input ground motionWithout shearWith shear
Pier 6Pier 7Pier 8Pier 6Pier 7Pier 8

BiaxialD26.1943.7234.7333.2853.1142.59
K + D29.3148.8539.0136.4557.4844.68
N30.6250.5240.6735.6858.0546.80
F + N46.8478.7063.7754.0085.9468.39

TriaxialD26.4844.1334.9533.5453.4942.76
K + D29.3348.8838.9736.4757.5744.57
N30.6050.5140.6335.6257.9746.74
F + N46.7778.5463.6853.7586.0068.36

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