1.Wang, Y. C. and Kodur, V. K. R., “Variation of Strength and Stiffness of Fibre Reinforced Polymer Reinforcing Bars with Temperature,” Cement and Concrete Composites, Vol. 27, Issues 9-10, 2005, pp. 864-874.

2.Blontrock, H., Taerwe, L., and Matthys, S., “Properties of Fiber Reinforced Plastics at Elevated Temperatures with Regards to Fire Resistance of Reinforced Concrete Members,” In: Fourth International Symposium on Non- Metallic (FRP) Reinforcement for Concrete Structures, Baltimore, American Concrete Institute, 1999, pp. 43-54.

3.Saafi, M., “Effect of Fire on FRP Reinforced Concrete Members,” Composite Structures, Vol. 58, Issue 1, 2002, pp. 11-20.

4.Bisby, L. A. and Kodur, V. K. R., “Evaluating The Fire Endurance of Concrete Slabs Reinforced with FRP Bar: Considerations for a Holistic Approach,” Composites: Part B, Vol. 38, No. 5-6, 2007, pp. 547-558.

5.Robert, M. and Benmokrane, B., “Behavior of GFRP Reinforcing Bars Subjected to Extreme Temperature,” Journal of Composites for Construction, ASCE, Vol. 14, No. 4, 2010, pp. 353-360.

6.Moon, D. Y. and Oh, H. S., “The Combined Effect of Concrete Environment and High Temperature on Interlaminar Shear Strength of FRP Reinforcement,” Journal of the Korea Concrete Institute, Vol. 23, No. 6, 2011, pp. 749-756.

7.Oh, H. S. and Moon, D. Y., “A Degradation Characteristic of FRP Rebars Attacked by Combined Environmental Factors,” Journal of the Korea Institute for Structural Maintenance Inspection, Vol. 16, No. 3, pp. 1-10.

8.Ai-Zaherani, M. M., Al-Dulaijan, S. U., Al-Idi, S. H., and Ai-Mehthel, M. H., “High Temperature Effect on Tensile Strength of GFRP Bars and Flexural Behavior of GFRP Reinforced Concrete Beams,” FRPRCS-8, Patras, Greece, 2007.

9.Moon, D. Y., “Simplified Evaluation Method for Residual Bond Strength of Reinforced Concrete Using Standard Fire Curve,” Journal of Korean Society of Hazard Mitigation, Vol. 10, No. 5, 2010, pp. 41-47.

10.ASTM D 4475-2, Standard Test Method for Apparent Horizontal Shear Strength of Pultruded Reinforced Plastic Rods by the Short-Beam Method, ASTM International, PA, 2008, pp. 1-4.