Effect of Confinement Level and Staggering on Seismic Performance of Lap-Spliced GFRP-Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Effect of Confinement Level and Staggering on Seismic Performance of Lap-Spliced GFRP-Reinforced Concrete Columns

Published:2024-04 Issue:2 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Nader Tehrani Bahareh¹,Narayan Prajapati Girish²,Farghaly Ahmed Sabry³,Benmokrane Brahim⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Postdoctoral Fellow, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

3. Research Associate, Dept. of Civil and Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

4. Professor of Civil Engineering and Tier-1 Canada Research Chair Professor in Advanced Composite Materials for Civil Structures and Industrial Research Chair Professor in FRP Reinforcement for Concrete Structures, Dept. of Civil & Building Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4424

Reference42 articles.

1. Effect of confining stirrups and bar gap in improving bond behavior of glass fiber reinforced polymer (GFRP) bar lap splices in RC beams

2. ACI (American Concrete Institute). 2013. Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. ACI 374.2R-13. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318-19. Farmington Hills, MI: ACI.

4. ACI (American Concrete Institute). 2022. Building code requirements for structural concrete reinforced with glass fiber-reinforced polymer (GFRP) bars—Code and commentary. ACI 440.11-22. Farmington Hills, MI: ACI.

5. Seismic behavior of concrete moment frame reinforced with GFRP bars