journal article·2015-01-01

Glass Fiber-Reinforced Polymer-Reinforced Circular Columns under Simulated Seismic Loads

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ACI Structural Journal· Volume 112· Issue 1
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Abstract

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Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Structural Load-Bearing Analysis

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References (12)

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2. Alsayed, S. H.; Al-Salloum, Y. A.; Almusallam, T. H.; and Amjad, M. A., “Concrete Columns Reinforced by Glass Fiber Reinforced Polymer Rods,” 4th International Symposium—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, 1999, pp. 103-112.
3. De Luca, A.; Matta, F.; and Nanni, A., “Behavior of Full-Scale Glass Fiber-Reinforced PolymerReinforced Concrete Columns under Axial Load,” ACI Structural Journal, V. 107, No. 4, July-Aug. 2010, pp. 589-596.10.14359/51663912 ↗
4. Tobbi, H.; Farghaly, A. S.; and Benmokrane, B., “Concrete Columns Reinforced Longitudinally and Transversally with Glass Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 109, No. 4, July-Aug. 2012, pp. 551-558.10.14359/51683874 ↗
5. Choo, C. C.; Harik, I. E.; and Gesund, H., “Strength of Rectangular Concrete Columns Reinforced with Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 103, No. 3, May-June 2006, pp. 452-459.10.14359/15324 ↗
6. Sharbatdar, M. K., and Saatcioglu, M., “Seismic Design of FRP Reinforced Concrete Structures,” Asian Journal of Applied Sciences, V. 2, No. 3, 2009, pp. 211-222. doi: 10.3923/ajaps.2009.211.22210.3923/ajaps.2009.211.222 ↗
7. Sheikh, S. A., and Khoury, S. S., “Confined Concrete Columns with Stubs,” ACI Structural Journal, V. 90, No. 4, July-Aug. 1993, pp. 414-431.10.14359/3960 ↗
8. Liu, J., and Sheikh, S. A., “Fiber-Reinforced Polymer-Confined Circular Columns under Simulated Seismic Loads,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec. 2013, pp. 941-952.10.14359/51686150 ↗
9. ASTM C39/C39M-12, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2012, 7 pp.
10. ACI Committee 440, “Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-06),” American Concrete Institute, Farmington Hills, MI, 2006, 44 pp.
11. Deitz, D.; Harik, I.; and Gesund, H., “Physical Properties of Glass Fiber Reinforced Polymer Rebars in Compression,” Journal of Composites for Construction, ASCE, V. 7, No. 4, 2003, pp. 363-366. doi: 10.1061/(ASCE)1090-0268(2003)7:4(363)10.1061/(ASCE)1090-0268(2003)7:4(363) ↗
12. CAN/CSA-S806-12, “Design and Construction of Building Components with Fiber-Reinforced Polymers,” Canadian Standards Association, Mississauga, ON, Canada, 2012, 198 pp.