Author

Zhijian Yang

Institution: Shenyang Jianzhu University

Observed institutions: Hong Kong Institute of Steel Construction, Shenyang Jianzhu University

ORCID: 0000-0002-9410-637X

Observed ORCID: 0000-0002-9410-637X

OpenAlex ID: A5102197733

Experimental Behavior of High Strength Concrete-filled Square Steel Tube Under Bi-axial Eccentric Loading

2010 · GuoChang Li, Zhijian Yang, et al. · 12

Axial compressive behavior of full-scale reinforced hollow high-strength concrete-filled thin-walled square steel tubular medium-long columns

2026 · Zhijian Yang, Weizhe Cui, et al. · Structures · 7

Numerical study on flexural behavior of reinforced hollow high strength concrete-filled circular steel tubes

2025 · Zhijian Yang, Can Cheng, et al. · Structures · 2

Behavior of high-strength spiral-confined high-strength concrete-filled high-strength square steel tubular stub columns under biaxial eccentric compression

2026 · Zhijian Yang, Hao Chen, et al. · Journal of Constructional Steel Research · 1

Confinement mechanism of circular GFRP-steel composite tube-reinforced hollow high-strength concrete short columns

2026 · Zhijian Yang, Xuezhi Wu, et al. · Structures

Works count: 5

Citation count: 22

H-index: 2

I10-index: 1