[1] DoD, U. S. (2008). “Structures to resist the effects of accidental explosions”, Unified Facilities Criteria, United States of America, Department of Defense, Washington, DC, Document No. UFC, 3-340.
[2] FEMA426. (2003). Reference Manual to Mitigate Potential Terrorist Attacks against Building, Federal Emergency Management Agency, 4, 1-20.
[3] FEMA427. (2003). Primer for Design of Commercial Buildings to Mitigate Terrorist Attacks, Federal Emer-gency Management Agency, 4, 1-10.
[4] Bangash, M. Y. H., & Bangash, T. (2006). “Blast and Explosive Loadings on Buildings”, Explosion-Resistant Buildings: Design, Analysis, and Case Studies, 67-101.
[5] Newmark, N. M., & Hansen, R. J. (1961). Design of blast resistant structures. Shock and vibration hand-book, 3, 1-19.
[6] Lam, N., Mendis, P., & Ngo, T. (2004). “Response spectrum solutions for blast loading”, Electronic Journal of Structural Engineering, 4(4), 28-44.
[7] Izadifard, R. A., & Maheri, M. R. (2010). “Application of displacement-based design method to assess the level of structural damage due to blast loads”, Journal of mechanical science and technology, 24(3), 649-655.
[8] Accidental Explosions. (1990). “The Design of Structures to Resist the Effects of US Department of the Ar-my, Navy, and Air Force”, Washington DC, 5-1300.
[9] Amran, Y. M., Alyousef, R., Rashid, R. S., Alabduljabbar, H., & Hung, C. C. (2018). “Properties and applica-tions of FRP in strengthening RC structures: A review”, In Structures, Elsevier, 16, 208-238.
[10] ACI Committee 440. (2003). Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI440.1R-03, American Concrete Institute, USA, 41.
[11] Canadian Standards Association. (2002). Design and Construction of Building Components with Fiber Reinforced Polymers.CSA, Rexdale Ontario, S806-02.
[12] Japanese Society of Civil Engineers. JSCE. (1997). Recommendation for Design and Construction of Con-crete Structures Using Continuous Fiber Reinforcing Materials, Concrete Engineering Series, 23.
[13] Escórcio, P., & França, P. M. (2016). “Experimental study of a rehabilitation solution that uses GFRP bars to replace the steel bars of reinforced concrete beams”, Engineering Structures, 128, 166-183.
[14] Hasan, H. A., Sheikh, M. N., & Hadi, M. N. (2017). “Performance evaluation of high strength concrete and steel fibre high strength concrete columns reinforced with GFRP bars and helices”, Construction and Building Materials, 134, 297-310.
[15] Shi, Y., & Stewart, M. G. (2015). “Spatial reliability analysis of explosive blast load damage to reinforced concrete columns”, Structural safety, 53, 13-25.
[16] Shi, Y., Hao, H., & Li, Z. X. (2008). “Numerical derivation of pressure–impulse diagrams for prediction of RC column damage to blast loads”, International Journal of Impact Engineering, 35(11), 1213-1227.
[17] Crawford, J. E., Malvar, L. J., Wesevich, J. W., Valancius, J., & Reynolds, A. D. (1997). “Retrofit of rein-forced concrete structures to resist blast effects”, Structural Journal, 94(4), 371-377.
[18] Abdul-Salam, B., Farghaly, A. S., & Benmokrane, B. (2016). “Mechanisms of shear resistance of one-way concrete slabs reinforced with FRP bars”, Construction and Building Materials, 127, 959-970.
[19] Zhou, Y., Liu, S., Feng, J., & Fan, H. (2019). “Improved finite difference analysis of dynamic responses of concrete members reinforced with FRP bars under explosion”, Composite Structures, 230, 111518.
[20] Jahami, A., Temsah, Y., & Khatib, J. (2019). “The efficiency of using CFRP as a strengthening technique for reinforced concrete beams subjected to blast loading”, International Journal of Advanced Structural Engi-neering, 11(4), 411-420.
[21] Codina, R., Ambrosini, D., & de Borbón, F. (2016). “Alternatives to prevent the failure of RC members under close-in blast loadings”, Engineering Failure Analysis, 60, 96-106.
[22] Thai, D. K., & Kim, S. E. (2018). “Numerical investigation of the damage of RC members subjected to blast loading”, Engineering Failure Analysis, 92, 350-367.
[23] Bangash, M. Y. H., & Bangash, T. (2006). “Blast and Explosive Loadings on Buildings”, Explosion-Resistant Buildings: Design, Analysis, and Case Studies, 67-101.