Inelastic Second-Order Analysis for Slender GFRP-Reinforced Concrete Columns: Experimental Investigations and Theoretical Study-Reference-Cited by-同舟云学术

Inelastic Second-Order Analysis for Slender GFRP-Reinforced Concrete Columns: Experimental Investigations and Theoretical Study

Published:2020-06 Issue:3 Volume:24 Page:04020016
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Abdelazim Waseem¹^ORCID,Mohamed Hamdy M.²,Benmokrane Brahim³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Quebec, Canada J1K 2R1. ORCID: .

2. Research Associate and Lecturer, Dept. of Civil Engineering, Univ. of Sherbrooke, Quebec, Canada J1K 2R1,

3. Professor of Civil Engineering, Tier 1 Canada Research Chair in Advanced Composite Materials for Civil Structures, and NSERC Research Chair in Innovative FRP Reinforcement for Concrete Infrastructure, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 Boulevard de l’Université, Sherbrooke, Quebec, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001019

Reference40 articles.

1. Axial Capacity of Circular Concrete Columns Reinforced with GFRP Bars and Spirals

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