Cyclic Behavior of Beam–Column Pocket Connections in GFRP-Reinforced Precast Concrete Assemblages-Reference-Cited by-同舟云学术

Cyclic Behavior of Beam–Column Pocket Connections in GFRP-Reinforced Precast Concrete Assemblages

Published:2023-04 Issue:2 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ghanbari-Ghazijahani Tohid¹^ORCID,Hassanli Reza²^ORCID,Manalo Allan³,Smith Scott T.⁴,Vincent Tom⁵,Gravina Rebecca⁶,Zhuge Yan⁷^ORCID

Affiliation:

1. Lecturer, Macquarie Univ., Sydney, Australia. ORCID: .

2. Senior Lecturer, University of South Australia, UniSA STEM, Mawson Lakes, South Australia 5095, Australia (corresponding author). ORCID: .

3. Professor, Center for Future Materials, Faculty of Health, Engineering & Sciences, Univ. of Southern Queensland, Queensland 4350, Australia.

4. Professor, School of Civil, Environmental and Mining Engineering, The Univ. of Adelaide, South Australia 5005, Australia.

5. Senior Lecturer, College of Science and Engineering, Flinders Univ., Bedford Park, South Australia 5042, Australia.

6. Professor, School of Civil Engineering, The Univ. of Queensland, Queensland 4072, Australia.

7. Professor, Univ. of South Australia, UniSA STEM, Mawson Lakes, South Australia 5095, Australia. ORCID: .

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/JCCOF2.CCENG-3863

Reference29 articles.

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2. ACI (American Concrete Institute). 2002. Recommendations for design of beam-column connections in monolithic reinforced concrete structures, Reported by Joint ACI-ASCE Committee 352. ACI352R-02. Farmington Hills, MI: ACI.

3. ASTM. 2011. Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings. ASTM-E2126-11. West Conshohocken, PA: ASTM.

4. Effects of Diameter on the Durability of Glass Fiber–Reinforced Polymer Bars Conditioned in Alkaline Solution

5. Experimental investigation on seismic behavior of eccentric reinforced concrete beam-column-slab connections;Canbolat B. B.;ACI Struct. J.,2008

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