Shock and Vibration / 2020 / Article / Fig 8

Research Article

Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Figure 8

Transverse hysteretic response of the flexure-axial model subjected to biaxial input ground motions of N and F + N earthquakes. (a) Pier 6. (b) Pier 7. (c) Pier 8.
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