Out-of-Plane Flexural Performance of GFRP-Reinforced Masonry Walls-Reference-Cited by-同舟云学术

Out-of-Plane Flexural Performance of GFRP-Reinforced Masonry Walls

Published:2010-04 Issue:2 Volume:14 Page:162-174
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Galal Khaled¹²,Sasanian Navid¹²

Affiliation:

1. Associate Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal PQ, Canada H3G 1M8 (corresponding author).

2. M.A.Sc. Graduate Student, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal PQ, Canada H3G 1M8.

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.1943-5614.0000061

Reference33 articles.

1. Flexural behavior of reinforced concrete masonry walls under out-of-plane monotonic loads;Abboud B.;ACI Struct. J.,1996

2. Ahmed E. A. El-Salakawy E. and Benmokrane B. (2006). “Behaviour of post-installed GFRP adhesive anchors in concrete.” Technical Rep. Dept. of Civil Engineering Univ. of Sherbrooke Sherbrooke Québec.

3. ASTM. (2002a). “Standard specification for grout for masonry.” C476-02 West Conshohocken Pa.

4. ASTM. (2002b). “Standard specification for mortar for unit masonry.” C270-02 West Conshohocken Pa.

5. ASTM. (2002c). “Standard test method for compressive strength of masonry prisms.” C1314-02 West Conshohocken Pa.

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