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The natural frequency change of reinforced concrete (RC) members during damage when subjected to low cycle loading was studied through horizontal cyclic loading experiments. The impact of loading period T and loading amplitude A on a test member’s damage rate V was analyzed, which showed that the impact of T on V was quadratic, and the relation between A and V was linear. The work reveals the quantification change process of test members’ frequencies under arbitrary harmonic vibrations.

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This page is a summary of: Experiment on Natural Frequency Change of Reinforced Concrete Members under Low Cycle Loading, Shock and Vibration, October 2018, Hindawi Publishing Corporation,
DOI: 10.1155/2018/6504519.
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