Design of RC Columns Using Glass FRP Reinforcement

Author:

Zadeh Hany Jawaheri1,Nanni Antonio2

Affiliation:

1. Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 103 McArthur Engineering Bldg., Coral Gables, FL 33146-0630 (corresponding author).

2. Lester and Gwen Fisher Endowed Scholar, Professor and Chair of the Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 323 McArthur Engineering Bldg., Coral Gables, FL 33146-0630; Professor, Dept. of Structural Engineering, Univ. of Naples, Federico II, Via Claudio 21, Naples, P.O. Box I-80125, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference27 articles.

1. Alsayed S. H. Al-Salloum Y. A. Almusallam T. H. Amjad M. A. (1999). “Concrete columns reinforced by GFRP rods.” Fourth Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Reinforced Concrete Structures SP-188 C. W. Dolan S. H. Rizkalla and A. Nanni eds. American Concrete Institute Farmington Hills MI 103–112.

2. American Concrete Institute (ACI). (2006) “Guide for the design and construction of structural concrete reinforced with FRP bars.” 440.1R-06 Farmington Hills MI.

3. American Concrete Institute (ACI). (2011a). “Building code requirements for structural concrete and commentary.” 318-11 and 318R-11 Farmington Hills MI.

4. American Concrete Institute (ACI). (2011b). “Guide to simplified design for reinforced concrete buildings.” 314R-11 Farmington Hills MI.

5. ASCE. (2010). “Minimum design loads for buildings and other structures.” 7-10 Washington DC.

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