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《结构与土木工程前沿(英文)》 >> 2020年 第14卷 第3期 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
摘要
关键词
concrete filled circular steel tubular columns ; recycled self-compacting concrete ; eccentric compression ; recycled coarse aggregate replacement ratio ; stress-strain relationship
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