Influence of Confinement Interaction on the Compressive Behavior of Steel Tube–Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Influence of Confinement Interaction on the Compressive Behavior of Steel Tube–Reinforced Concrete Columns

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Huang Yuan¹^ORCID,Lu Hua-Sen²,Hong Huanpeng³^ORCID,Zhang Xiao-Li²

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. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90007; formerly, Graduate Researcher, College of Civil Engineering, Hunan Univ., Changsha 410082, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12295

Reference29 articles.

1. Behavior of Hollow-Core FRP-Concrete-Steel Columns under Static Cyclic Flexural Loading

2. An experimental research on the composite column with core of high-strength concrete filled steel tube under axial compression loading;Cai J.;South China Univ. Technol.,2002

3. Axial compressive performance of RAC-encased RACFST composite columns

4. Chen Z. Y. 2002. “Study of the method for design and calculation of HSC columns reinforced with concrete filled steel tube.” Ph.D. disssertation College of Civil Engineering Dalian Univ. Technol.

5. Stress-Strain Model for Confined High-Strength Concrete

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