Seismic Behavior of Resilient Reinforced Concrete Columns with Ultra-High-Strength Rebars Under Strong Earthquake-Induced Multiple Reversed Cyclic Loading

Seismic Behavior of Resilient Reinforced Concrete Columns with Ultra-High-Strength Rebars Under Strong Earthquake-Induced Multiple Reversed Cyclic Loading

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The frequent occurrence of major earthquakes highlights the structural challenges posed by long-period ground motions (LPGMs).This study investigates the seismic performance and resilience of five reinforced concrete (RC) columns with different high-strength steel bars under LPGM-induced cyclic loading, both experimentally and numerically.The results show that low-bond and debonded high-strength steel bars significantly enhance self-centering capabilities and reduce residual drift, with lateral force orly purple nail polish reductions of 7.

6% for normal cyclic loading and 19.2% for multiple reversed cyclic loading.The concrete damage in the hinge zone of the columns was increased; however, the significant inside damage of the concrete near the steel bars made it easier to restore the columns for the damage accumulation caused by multiple loading.

Based on the experiment, a numerical model was developed for the columns, and a simplified model was proposed to 3 nef runes predict energy dissipation capacity, providing practical design methods for resilient RC structures that may be attacked by LPGMs.