Subedi, N.K., Vardy, A.E. and khota, N. (1986). Reinforced concrete deep beams- some test results. Magazine of concrete Research, 38(137):206-219.
 Arabzade, A. and Noori Soola, A.(2014). Investigating Effective Parameters in Shear Strength of Deep Beams without
Shear Reinforcement. Concrete Research, 7(2):17-30.
 Ershadi, S. (1996). the investigation of behavior and failure modes of simply supported deep beams with the span to depth ratio between 2 and 3. Master's thesis, Iran University of Science & Technology.
 Kong, F.K. (1990). Reinforced Concrete Deep Beams. Glasgow and London: Blakie and Son Ltd.
 EN 1992-1-1.2004., (2004). Design of Concrete Structures. British Standards Institution, London, UK.
 ACI 318-14. (2014). Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute, Michigan, USA.
 CSA A23.3-94. (1994). Design of concrete structures. Canadian Standards Association, Toronto, Canada.
 Code No.524, (2010). Guideline and Details for Seismic Rehabilitation of Existent Building. Management and Planning Organization, Tehran, Iran.
 Teng J.G., Chen J.F., Smith S.T. and Lam L. (2002). FRP strengthened RC structures. New York: Wiley.
 Balaguru, P., Nanni A. and Giancaspro J. (2009). FRP composites for reinforced and prestressed concrete structures. New York: Taylor and Francis.
 Akbarzadeh H, Maghsoudi A.A. (2010). Experimental investigations and verification of debonding strain of RHSC continuous beams strengthened in flexure with externally bonded FRPs. Materials and Structures, 43(6): 815-837.
 Ghasemi, S., Maghsoudi, A.A., Akbarzadeh Bengar, H. and Ronagh, H.R. (2015). Sagging and Hogging Strengthening of Continuous Unbonded Posttensioned HSC Beams by NSM and EBR. Journal of Composite for Construction, ASCE, 20 (2): 04015056.
 Islam, M.I., Mansur, M.A. and Maalej, M. (2005). Shear strengthening of reinforced concrete deep beams using externally bonded FRP system. cement and concrete composites, 27(3):413-420.
 Zhang, Z., Hsu, C. and Moren, J. (2004) Shear strengthening of reinforced concrete deep beams using carbon fiber reinforced polymer laminates. Journal of Composite for Construction, ASCE, 8(5):403-14.
 Arabzade, A. and Mahanpoor h. (2011). The Experimental Study of the Effect of FRP Laminates on Shear Strength of RC Fixed Ended Deep Beams. Modares Civil Engineering Journal, 11(2):69-78.
 Asghari, A., Beygi M.H, Navayineya, B. and Asghai, A. (2011). Evaluation of shear behavior of reinforced lightweight concrete deep beams strengthened with CFRP and GFRP composites. ASAS Journal, 13(27):74-85.
 Burningham, C.A., Pantelides, C.P. and Reaveley, L.D. (2015). Repair of reinforced concrete deep beams using post-tensioned CFRP rods. Composite Structures, 125:256-265.
 Hussain, Q. and Pimanmas, A. (2015). Shear Strengthening of RC Deep Beams with Openings using Sprayed Glass Fiber Reinforced Polymer Composites (SGFRP) : Part 1. Experimental Study. KSCE Journal of Civil Engineering, 19(7):2121-2133.
 Arabzade, A., Amani, A. and Mahmodzadeh, I. (2015). Experimental Study of prestressed RC Deep Beams retrofitted by CFRP. Modares Civil Engineering Journal, 15:117-127.
 ACI 440.2R-08, (2008). Guide for the Design and Construction of Externally Bonded RP Systems for Strengthening Concrete Structures. AmericanConcrete Institute, Framington Hills, Michigan, USA.
 El-Gamal, S.E., Al-Nuaimi, A., Al-Saidy, A. and Al-Lawati, A. (2016). Efficiency of near surface mounted technique using fiber reinforced polymers for the flexural strengthening of RC beams. Construction and Building Materials, 118:52-62.
 Bilotta A., Ceroni F., Nigro, E. and Pecce, M. (2015). Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence. Composite Structures, 124:163-175.
 Bilotta A., Ceroni F., Nigro E. and Pecce M. (2014). Strain assessment for the design of NSM FRP systems for the strengthening of RC members. Counstruction and Building Materials, 69:143-158.
 Bianco, V., Monti, G. and Barros, J.O.A. (2014). Design formula to evaluate the NSM FRP strips shear strength contribution to a RC beam. Composites: Part B, 56:960-971.