Behavior of Reinforced Concrete Columns with Hybrid Reinforcement (Steel/Glass Fiber-Reinforced Polymer) under Reversed Cyclic Load

1. AASHTO, 2011, AASHTO Guide Specifications for LRFD Seismic Bridge Design. American Association of State Highway and Transportation Officials, American Association of State Highway and Transportation Officials, Washington, DC.

2. AASHTO, 2014, LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials, Washington, DC.

3. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.

4. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 623 pp.

5. ACI Committee 440, 2015, “Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 88 pp.

6. Ali, M. A., and El-Salakawy, E., 2016, “Seismic Performance of GFRP-Reinforced Concrete Rectangular Columns,” Journal of Composites for Construction, ASCE, V. 20, No. 3, pp. 1-12. doi: 10.1061/(ASCE)CC.1943-5614.000063710.1061/(ASCE)CC.1943-5614.0000637 ↗

7. ASCE/SEI 41, 2006, “Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06),” American Society of Civil Engineering, Reston, VA, 2006, 427 pp.

8. ASCE/SEI 41, 2017, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA.

9. ASCE/SEI 7, 2016, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA.

10. ASTM D2584, 2018, “Standard Test Method for Ignition Loss of Cured Reinforced Resins,” ASTM International, West Conshohocken, PA.

11. ASTM D3418, 2012, “Standard Test Method for Transition Temperatures and Enthalpies of Fusion and Crystallization of Polymers by Differential Scanning Calorimetry,” ASTM International, West Conshohocken, PA.

12. ASTM D7205/D7205M, 2016, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA.

13. ASTM D7705, 2019, “Standard Test Method for Alkali Resistance of Fiber Reinforced Polymer (FRP) Matrix Composite Bars used in Concrete Construction,” ASTM International, West Conshohocken, PA.

14. ASTM D7914, 2014, “Standard Test Method for Strength of Fiber Reinforced Polymer (FRP) Bent Bars in Bend Locations,” ASTM International, West Conshohocken, PA.

15. ATC, 2009, “Quantification of Building Seismic Performance Factors FEMA P695” Applied Technology Council, Redwood City, CA.

16. Bayrak, O., and Sheikh, S. A., 1998, “Confinement Reinforcement Design Considerations for Ductile HSC Columns,” Journal of Structural Engineering, ASCE, V. 124, No. 9, pp. 999-1010. doi: 10.1061/(ASCE)0733-9445(1998)124:9(999)10.1061/(ASCE)0733-9445(1998)124:9(999) ↗

17. Calvi, G. M.; Priestley, N. M. J.; and Kowalsky, M. J., 2008, “Displacement-Based Seismic Design of Structure, 3rd Panhellenic Conference of Earthquake Engineering and Engineering Seismology, Athens, Greece.

18. CSA A23.3, 2019, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada.

19. CSA S6, 2019, “Canadian Highway Bridge Design Code,” CSA Group, Toronto, ON, Canada.

20. CSA S806, 2012, “Design and Construction of Building Structures with Fiber Reinforced Polymers,” CSA Group, Toronto, ON, Canada.

21. CSA S807, 2019, “Specification for Fibre-Reinforced Polymers,” CSA Group, Toronto, ON, Canada.

22. El-Salakawy, E.; Benmokrane, B.; El-Ragaby, A.; and Nadeau, D., 2005, “Field Investigation on the First Bridge Deck Slab Reinforced with Glass FRP Bars Constructed in Canada,” Journal of Composites for Construction, ASCE, V. 9, No. 6, pp. 470-479. doi: 10.1061/(ASCE)1090-0268(2005)9:6(470)10.1061/(ASCE)1090-0268(2005)9:6(470) ↗

23. Elnashai, A. S., and Sarno, L. D., 2008, Fundamentals of Earthquake Engineering, John Wiley & Sons, Inc., New York.10.1002/9780470024867 ↗

24. Elshamandy, M.; Farghaly, A. S.; and Benmokrane, B., 2018, “Experimental Behaviour of GFRP-Reinforced Concrete Columns under Lateral Cyclic Load,” ACI Structural Journal, V. 115, No. 2, Mar., pp. 337-349. doi: 10.14359/5170098510.14359/51700985 ↗

25. Elwood, K. J.; Matamoros, A. B.; Wallace, J. W.; Lehman, D. E.; Heintz, J. A.; Mitchell, A. D.; Moore, M. A.; Valley, M. T.; Lowes, L. N.; Comartin, C. D.; and Moehle, J. P., 2007, “Update to ASCE/SEI 41 Concrete Provisions,” Earthquake Spectra, V. 23, No. 3, pp. 493-523. doi: 10.1193/1.275771410.1193/1.2757714 ↗

26. FEMA 273, “NEHRP Guidelines for the Seismic Rehabilitation of Buildings,” Federal Emergency Management Agency, Washington, DC, 2007, 435 pp.

27. Hales, T. A.; Pantelides, C. P.; and Reaveley, L. D., 2016, “Experimental Evaluation of Slender High-Strength Concrete Columns with GFRP and Hybrid Reinforcement,” Journal of Composites for Construction, ASCE, V. 20, No. 6, p. 04016050. doi: 10.1061/(ASCE)CC.1943-5614.000070910.1061/(ASCE)CC.1943-5614.0000709 ↗

28. SIMTReC Canada, 2007, Reinforcing Concrete Structures with Fibre Reinforced Polymers—Design Manual No. 3, Centre for Structural Innovation and Monitoring Technologies Inc., Winnipeg, MB, Canada.

29. Kassem, C.; Farghaly, A. S.; and Benmokrane, B., 2011, “Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars,” Journal of Composites for Construction, ASCE, V. 15, No. 5, pp. 682-695. doi: 10.1061/(ASCE)CC.1943-5614.000021610.1061/(ASCE)CC.1943-5614.0000216 ↗

30. Kharal, Z., and Sheikh, S. A., 2018, “Seismic Performance of Square Concrete Columns Confined with Glass Fiber–Reinforced Polymer Ties,” Journal of Composites for Construction, ASCE, V. 22, No. 6, p. 04018054.doi: 10.1061/(ASCE)CC.1943-5614.000088410.1061/(ASCE)CC.1943-5614.0000884 ↗

31. Koch, G. H.; Brongers, M.; Thompson, N. G.; Virmani, Y. P.; and Payer, J. H., 2002, “Corrosion Costs and Preventive Strategies in the United States,” Federal Highway Administration, Washington, DC.

32. Lounis, Z., and Daigle, L., 2008, “Reliability-Based Decision Support Tool for Life Cycle Design and Management of Highway Bridge Decks,” Annual Conference and Exhibition of the Transportation Association of Canada: Transportation - A Key to a Sustainable Future, Toronto, ON, Canada, pp. 1-19.

33. Mady, M.; El-Ragaby, A.; and El-Salakawy, E., 2011, “Seismic Behaviour of Beam-Column Joints Reinforced with GFRP Bars and Stirrups,” Journal of Composites for Construction, ASCE, V. 15, No. 6, pp. 875-886. doi: 10.1061/(ASCE)CC.1943-5614.000022010.1061/(ASCE)CC.1943-5614.0000220 ↗

34. Mohamed, N.; Farghaly, A. S.; Benmokrane, B.; and Neale, K. W., 2014, “Experimental Investigation of Concrete Shear Walls Reinforced with Glass Fiber-Reinforced Bars under Lateral Cyclic Loading,” Journal of Composites for Construction, ASCE, V. 18, No. 3, pp. 1-11. doi: 10.1061/(ASCE)CC.1943-5614.000039310.1061/(ASCE)CC.1943-5614.0000393 ↗

35. National Research Council of Canada (NRC), 2015, National Building Code of Canada (NBC), Canadian Commission on Building and Fire Codes, Ottawa, ON, Canada.

36. Pantelides, C. P.; Gibbons, M. E.; and Reaveley, L. D., 2013, “Axial Load Behavior of Concrete Columns Confined with GFRP Spirals,” Journal of Composites for Construction, ASCE, V. 17, June, pp. 305-313. doi: 10.1061/(ASCE)CC.1943-5614.000035710.1061/(ASCE)CC.1943-5614.0000357 ↗

37. Park, R., 1988, “Ductility Evaluation from Laboratory and Analytical Testing,” Ninth World Conference on Earthquake Engineering, V. VIII, Tokyo-Kyoto, Japan, pp. 605-616.

38. Park, R., and Paulay, T., 1975, Reinforced Concrete Structures, John Wiley & Sons, Inc., New York.10.1002/9780470172834 ↗

39. Park, R., and Sampson, R. A., 1972, “Ductility of Reinforced Concrete Column Sections in Seismic Design,” ACI Journal Proceedings, V. 69, No. 9, Sept., pp. 543-551.10.14359/7182 ↗

40. Paulay, T., and Priestley, M. J. N., 1992, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, USA.10.1002/9780470172841 ↗

41. Priestley, M. J.; Seible, F.; and Calvi, G. M., 1996, Seismic Design and Retrofit of Bridges, John Wiley & Sons, Inc., New York.10.1002/9780470172858 ↗

42. Priestley, M. J. N., 2000, “Performance Based Seismic Design,” Bulletin of the New Zealand Society for Earthquake Engineering, V. 33, No. 3, pp. 325-346. doi: 10.5459/bnzsee.33.3.325-34610.5459/bnzsee.33.3.325-346 ↗

43. Sharbatdar, M. K., and Saatcioglu, M., 2009, “Seismic Design of FRP Reinforced Concrete Structures,” Asian Journal of Applied Sciences, V. 2, No. 3, pp. 211-222. doi: 10.3923/ajaps.2009.211.22210.3923/ajaps.2009.211.222 ↗

44. Sheikh, S. A., and Khoury, S. S., 1993, “Confined Concrete Columns with Stubs,” ACI Structural Journal, V. 90, No. 4, July-Aug., pp. 414-431.10.14359/3960 ↗

45. Sun, Z.; Wu, G.; Zhang, J.; Zeng, Y.; and Xiao, W., 2017, “Experimental Study on Concrete Columns Reinforced by Hybrid Steel-Fiber Reinforced Polymer (FRP) Bars under Horizontal Cyclic Loading,” Construction and Building Materials, V. 130, pp. 202-211. doi: 10.1016/j.conbuildmat.2016.10.00110.1016/j.conbuildmat.2016.10.001 ↗

46. Tavassoli, A.; Liu, J.; and Sheikh, S. A., 2015, “Glass Fiber-Reinforced Polymer-Reinforced Circular Columns under Simulated Seismic Loads,” ACI Structural Journal, V. 112, No. 1, Jan.-Feb., pp. 103-114. doi: 10.14359/5168722710.14359/51687227 ↗

47. Tavassoli, A., and Sheikh, S. A., 2017, “Seismic Resistance of Circular Columns Reinforced with Steel and GFRP,” Journal of Composites for Construction, ASCE, V. 21, No. 4, pp. 1-13. doi: 10.1061/(ASCE)CC.1943-5614.000077410.1061/(ASCE)CC.1943-5614.0000774 ↗

48. Tobbi, H.; Farghaly, A. S.; and Benmokrane, B., 2014, “Behavior of Concentrically Loaded Fiber-Reinforced Polymer Reinforced Concrete Columns With Varying Reinforcement Types And Ratios,” ACI Structural Journal, V. 111, No. 2, Mar.-Apr., pp. 375-385.10.14359/51686528 ↗

49. Wight, J. K., 1973, “Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals,” Research Project Report, University of Illinois, Urbana, IL.