Experimental Behavior of UHPC Shear Walls with Hybrid Reinforcement of CFRP and Steel Bars under Lateral Cyclic Load-Reference-Cited by-同舟云学术

Experimental Behavior of UHPC Shear Walls with Hybrid Reinforcement of CFRP and Steel Bars under Lateral Cyclic Load

Published:2022-04 Issue:2 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hu Rui¹,Fang Zhi²^ORCID,Benmokrane Brahim³,Xu Baodan⁴

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

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

3. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1.

4. Master’s Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001203

Reference36 articles.

1. ACI (American Concrete Institute). 2014. Building code requirements for structural concrete. ACI 318-14. Farmington Hills, MI: ACI.

2. Effect of web reinforcement on the seismic response of concrete squat walls reinforced with glass-FRP bars

3. Prediction of Flexural and Shear Strength of Concrete Squat Walls Reinforced with GFRP Bars

4. ASCE. 2017. Seismic evaluation and retrofit of existing buildings. ASCE/SEI 41-17. Reston, VA: ASCE.

5. ASTM. 2016. standard test method for tensile properties of fiber reinforced polymer matrix composite bars. ASTM D7205/D7205M-21. West Conshohocken, PA: ASTM.

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