Structural Behavior of RC Foundation Connections for Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns under Constant Axial Compression and Lateral Cyclic Loading-Reference-Cited by-同舟云学术

Structural Behavior of RC Foundation Connections for Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns under Constant Axial Compression and Lateral Cyclic Loading

Published:2024-10 Issue:5 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Xie P.¹,Zhou Y. C.²,Chen G. M.³^ORCID,Huang Y. H.⁴,Huang Y. S.⁴

Affiliation:

1. Associate Professor, College of Water Conservancy and Civil Engineering, South China Agricultural Univ., Guangzhou 510642, China.

2. Formerly, M.Sc. Student, State Key Laboratory of Subtropical Building and Urban Science, South China University of Technology, Guangzhou 510641, China.

3. Professor, State Key Laboratory of Subtropical Building and Urban Science, South China University of Technology, Guangzhou 510641, China (corresponding author). ORCID: .

4. M.Sc. Student, College of Water Conservancy and Civil Engineering, South China Agricultural Univ., Guangzhou 510642, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4374

Reference51 articles.

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2. ASTM. 2014. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM C469/C469M. West Conshohocken, PA: ASTM.

3. BSI (British Standards Institution). 1987. Tensile testing of metals (including aerospace materials). BSI 18-1987. London: BSI.

4. Behavior of FRP-Steel Confined Concrete Tubular Columns Made of Expansive Self-Consolidating Concrete under Axial Compression

5. Analysis and design methods for FRP-concrete-steel double-skin tubular bridge piers;Chen G. M.;China J. Highway Transport,2022