Performance of Eccentrically Loaded Reinforced-Concrete Masonry Columns Strengthened Using FRP Wraps-Reference-Cited by-同舟云学术

Performance of Eccentrically Loaded Reinforced-Concrete Masonry Columns Strengthened Using FRP Wraps

Published:2019-10 Issue:5 Volume:23 Page:04019032
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El-Sokkary Hossam¹,Galal Khaled²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Structural Engineering, Ain Shams Univ., Cairo 11535, Egypt; formerly, Research Associate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 2W1.

2. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 2W1 (corresponding author). 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000958

Reference27 articles.

1. FRP Confinement of Square Masonry Columns

2. Axial compressive behavior of grouted concrete block masonry columns confined by CFRP jackets

3. Azarnejad A. G. Tadros N. Shrive and K. Mcwhinnie. 2000. “Columns strengthening with CFRP wraps.” In Proc. Canadian Society of Civil Engineers Structural Conf. 200–207. Montreal: Canadian Society for Civil Engineering.

4. Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial-flexure loading;Chaallal O.;ACI Struct. J.,2000

5. Performance of Axially Loaded Short Rectangular Columns Strengthened with Carbon Fiber-Reinforced Polymer Wrapping

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