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• W4383555477 abstract "An experimental study was conducted to investigate the effects of loading cycles on seismic behaviors and damage properties of flexure–shear critical reinforced concrete columns. Two sets of circular columns (including eight specimens) with different shear span ratios were tested under quasi-static loads with various numbers of loading cycles, namely 0 (i.e., monotonic loading), 3, 10, and 20 cycles. The failure modes, load-deformation curves, ductility, and energy dissipation capacities of the flexure–shear critical columns with various loading cycles were explored. The test results revealed that the flexure–shear failures of columns were more likely to occur with an increase in loading cycles, as evidenced by intensified shear effects and cumulative damage effects induced by cyclic loading. The study examined that the ultimate deformation was the most crucial factor that affects the damage properties of the flexure–shear critical columns. The ultimate displacements diminished with the loading cycles increasing and reduced by 38%, 50%, and 62% when the loading cycles increased from 0 to 3, 10, and 20 cycles, respectively. Additionally, the damage properties of the flexure–shear critical columns were also pertinent to cumulative energy dissipation. The cumulative energy dissipation of the column specimens significantly increased after yielding and rose in proportion to the loading cycles. Two analytical models were proposed for the evaluation of equivalent viscous damping and seismic damage index in flexure–shear columns, which considered the effects of the number of loading cycles. These models could better provide an optimal analysis of the energy dissipation capacities and damage properties for flexure–shear critical columns subjected to seismic excitations, respectively." @default.
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• W4383555477 date "2023-07-07" @default.
• W4383555477 modified "2023-10-13" @default.
• W4383555477 title "Seismic performance and damage properties of flexure–shear critical RC columns with various loading cycles" @default.
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• W4383555477 doi "https://doi.org/10.1007/s10518-023-01736-5" @default.
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