Structural Engineering and Mechanics
Volume 94, Number 6, 2025, pages 445-461
DOI: 10.12989/sem.2025.94.6.445
The axial compression bearing capacity of reinforced recycled aggregate concrete filled square steel tube short column with dual constraints
Changjiang Liu , Yaojun Deng , Jian Liu , Chiyu Luo , Qigong Xu , Guangen Zhou , Wei Xiong , Hua Dong
Abstract
Key Words
axial bearing capacity; constrained effect coefficient; limit analysis method; recycled coarse aggregate replacement rate; RRAC Filled Square Steel Tube (RRACFSST) short columns
Address
- Changjiang Liu — School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, China; Research Center of Complex Steel Structure Engineering Technology, Guangzhou University, Guangzhou 510006, China; Guangdong Provincial Key Laboratory of Earthquake Engineering and Applied Technology, Guangzhou 510006, China
- Yaojun Deng — School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, China
- Jian Liu — School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, China; Research Center of Complex Steel Structure Engineering Technology, Guangzhou University, Guangzhou 510006, China
- Chiyu Luo — Guangdong Architectural Design and Research Institute Co., LTD, Guangzhou 510010, China
- Qigong Xu — Guangdong Jianke Architectural Design Institute Co., LTD, Guangzhou 510599, China
- Guangen Zhou — Southeast Space Frame Group Co., LTD, Hangzhou, 311209, China
- Wei Xiong — Guangzhou Design Institute Group Co., LTD, Guangzhou 510620, China
- Hua Dong — China Construction Third Engineering Bureau Co., LTD, Wuhan 430064, China
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