1- ACI Committee 318. Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02). Farmington Hills (MI): American Concrete Institute; 2002.
2- NZS 3101:1995. Concrete structures standard, NZS 3101: Part 1, Commentary, NZS 3101: part 2. Wellington: Standards Association of New Zealand; 1995.
3- Chemrouk M.(2006): Ultimate behaviour of Concrete Deep Beams with Particular Reference to Slender Deep Beams; proceeding of the 9th international conference on concrete Engineering & Technology 2006 (CONCET 2006)-‘Structural concrete for the Millennium’, 9-11 may, Kuala Lumpur.
4- Yang K.-H., Chung H.-S. and Ashour A. F. Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams. Magazine of Concrete Research, 2007:59: 8575–586.
5- Chemrouk M. and Kong F. K. High strength concrete continuous deep beams–with web reinforcement and shear-span variations. Advances in Structural Engineering, 2004;7: 3229–243.
6- Maco Rigoti, Diagonal cracking in reinforced concrete deep beam-An experimental investigation, PhD Thesis., Concordia University, Montreal, Quebec, Canada. 2002.
7- Schlaich, J. and Schäfer, K., "Design and Detailing of Structural Concrete Using Strut-and-Tie Models", The Structural Engineer, 69, 6, 1991, pp. 113-125.
8- Ray, S.P. (1980) Behaviour and Ultimate Shear Strength of Reinforced Concrete Deep Beams With and Without Opening in Web. Ph. D. thesis, Indian Institute of Technology, Kharagpur, India.
9- Perera R, Vique J. Strut-and-tie modelling of reinforced concrete beams using genetic algorithms optimization . Construction and Building Materials, 2009;23:82914-2925.
10- Ashour A, Yang K.-H . Application of plasticity theory to reinforced Concrete deep beams: a review. Magazine of Concrete Research, 2008; 60: 9657–664.
11- Yang, K.-H., Chung, H.-S. and Ashour, A. F. Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams. Magazine of Concrete Research, 2007; 59: 8 575–586
12- Kang-Hai Tan, Susanto Teng, Fung-Kew Kong, and Hai-Yun Lu. Main Tension Steel in High Strength Concrete Deep and Short Beams. Structural Journal, 1997;94:6 752-768.
13- Perera R, Vique J. Strut-and-tie modelling of reinforced concrete beams using genetic algorithms optimization . Construction and Building Materials, 2009;23:82914-2925.
14- British Standard Institution, “Structural Use of Concrete,” (BS 8110: Part 1. Code of Practice for Design and Construction), BSI, London, 1985.
15- Eurocode 2 1992. Design of concrete structure, Part 1, general rules and regulations for building. London: British standards institution.
16- CIRIA Guide 2. The design of deep beams in reinforced concrete. London: Over Arup and Partners, and Construction Industry Research and Information Association; 1977. p. 131. Reprinted 1984.
17- I.C. Yeh, "Modeling of strength of HPC using ANN", Cem Concr Res 28 (1998) (12), pp. 1797–1808.
18- J. Kasperkiewics, J. Racz and A. Dubrawski, "HPC strength prediction using ANN", ASCE J Comput Civil Eng 9 (1995) (4), pp. 279–284.
19- S. Lai and M. Sera, "Concrete strength prediction by means of neural network", Constr Build Mater 11 (1997) (2), pp. 93–98.
20- S.C. Lee, "Prediction of concrete strength using artificial neural Networks", Eng Struct 25 (2003), pp. 849–857.
21- Sanad A, Saka M P 2001 Prediction of ultimate strength of reinforced concrete deep beams by neural networks. ASCE J. Struct. Eng. 127(7): 818–828.
22- Hadi N 2002 Neural networks applications in concrete structures. Compute & Struct. 81: 373–381.
23- Cladera A, Mari A R 2004 Shear design procedure for reinforced normal and high strength concrete beams using artificial neural networks. Part I: Beams without stirrups. Eng. Struct. 26: 927–936.
24- Cladera A, Mari A R 2004 Shear design procedure for reinforced normal and high strength concrete beams using artificial neural networks. Part II: Beams with stirrups. Eng. Struct. 26: 917–926.
25- Namhee Kim Hong, Sung-Pil Chang, Seung-Chul Lee 2002 Development of Ann-based preliminary structural design systems for cable-stayed bridges. Adv. Eng. software 33: 85–96.
26- Rajasekharan S, Vijayalakshmi Pai G A 2003 Neural networks, Fuzzy logic and genetic algorithms, (New Delhi: Prentice Hall).
27- Davis L 1991 Hand book of genetic algorithms, (New York: Van Nostrand Reinhold).
28- Daniel A, Simon L, and Girma T. B., “Application of an Artificial Neural Network Model for Boundary Layer Wind Tunnel Profile Development”, 11th American Conference in Wind Engineering, 2009.
29- Mohammadhassani Mohammad., Experimental and analytical study on HSC deep beam with particular reference to the stress/strain distribution and to the evolution of the neutral axis, PhD Thesis., University Malaya, Kuala Lumpur, Malaysia. 2010.
30- N. Pannirselvam, P.N.Raghunath, K. Suguna, 2008, Neural Networks for performance of Glass Fiber Reinforced polymer plated RC beam, American J. of Engineering and Applied Science 1, p82-88