Shock and Vibration / 2020 / Article / Fig 10

Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Figure 10

Transverse hysteretic response of the flexure-shear-axial interaction model subjected to triaxial input ground motions of N and F + N earthquakes. (a) Pier 6. (b) Pier 8.

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