Shock and Vibration / 2020 / Article / Tab 4

Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Table 4

Maximum transverse displacement component for the model with shear (in mm).

Input ground motionPier 6Pier 7Pier 8
TotalFlexureShearTotalFlexureShearTotalFlexureShear

BiaxialD33.2820.6812.7053.1140.8312.2842.5926.0416.55
K + D36.4520.3516.1057.4841.0816.4044.6828.3116.37
N35.6824.3212.3658.0547.0511.0046.8030.3416.46
F + N54.0029.2224.7885.9462.2523.6968.3940.8827.51

TriaxialD33.5420.9216.6253.4941.2412.2542.7625.6417.12
K + D36.4720.1116.3657.5739.0718.5044.5728.4416.13
N35.6224.3512.2757.9746.7011.2746.7430.2516.49
F + N53.7529.3224.4386.0059.4626.5468.3640.0828.28

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