Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column-Reference-Cited by-同舟云学术

Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Huang Yuan¹^ORCID,Zhang Xiao-Li²,Lu Hua-Sen³,Han Bing⁴

Affiliation:

1. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

2. Graduate Researcher, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

3. Teaching Assistant, College of Civil and Architectural Engineering, Guangxi Transport Vocational and Technical College, Nanning 530023, China; formerly, Graduate Researcher, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

4. College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13434

Reference49 articles.

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4. Chen Z. Y. 2003. “Study of the method for design and calculation of HSC columns reinforced with concrete filled steel tube.” Ph.D. thesis College of Civil Engineering Dalian Univ. of Technology.

5. Experimental and numerical studies of axially loaded square concrete‐encased concrete‐filled large‐diameter steel tubular short columns