Seismic Behavior of Beam-Column Joints Reinforced with GFRP Bars and Stirrups

Author:

Mady Mohamed123,El-Ragaby Amr123,El-Salakawy Ehab123

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada.

2. Post-Doctoral Fellow, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada.

3. Associate Professor and Canada Research Chair in Advanced Composite Materials and Monitoring of Civil Infrastructures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada R3T 5V6 (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

Reference18 articles.

1. ACI-ASCE Committee 352. (2002). “Recommendations for design of beam-column connections in monolithic reinforced concrete structures.” ACI 352R-02 American Concrete Institute Farmington Hills Detroit 40.

2. ACI Committee 318. (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 American Concrete Institute Farmington Hills Detroit 465.

3. ACI Committee 374. (2005). “Acceptance criteria for moment frames based on structural testing and commentary.” ACI 374.1-05 American Concrete Institute Farmington Hills Detroit 9.

4. ACI Committee 440. (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-06 American Concrete Institute Farmington Hills Detroit 44.

5. Canadian Standards Association (CSA). (2002). “Design and construction of building components with fibre-reinforced polymers.” CSA S806-02 Canadian Standards Association Rexdale Ontario 177.

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