Shock and Vibration / 2020 / Article / Fig 15

Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Figure 15

Transverse hysteretic response without and with shear subjected to biaxial input ground motions of multiple earthquakes, F + N. (a) Pier 6. (b) Pier 8.
(a)
(b)

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