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Frontiers of Structural and Civil Engineering >> 2020, Volume 14, Issue 3 doi: 10.1007/s11709-020-0618-3
Stress-strain relationship of recycled self-compacting concrete filled steel tubular column subjected to eccentric compression
College of Civil Engineering, Anhui University of Technology, Ma’anshan 243002, China
Abstract
Keywords
concrete filled circular steel tubular columns ; recycled self-compacting concrete ; eccentric compression ; recycled coarse aggregate replacement ratio ; stress-strain relationship
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