Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Table 5

Maximum transverse lateral force without and with shear under multiple input ground motions (kN).

PierAnalytical modelBiaxial input motionsTriaxial input motions
K + DF + NK + DF + N

Pier 6Without shear1992224920082268
With shear1397188414611900

Pier 7Without shear1254149812561490
With shear1160159413171490

Pier 8Without shear2281244222892450
With shear1934214519732163