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The mechanical behavior of recycled coarse aggregates self‐compacting concrete‐filled steel tubular columns (RCA ‐ SCCFST) under eccentric compression is investigated in this study. Nine specimens with different eccentricities (
e) and column length‐to‐diameter ratios (
L/D) are designed and tested, including six long columns (
L/D > 4) and three short columns (
L/D ≤ 4). Test results indicate...
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