1 Construction Industry Research and Information Association, "The design of deep beams in reinforced concrete,"
2 BS 8110, "Structural use of concrete-part 1: code of practice for design and construction"
3 Tan, K.H, "Size effect on shear strength of deep beams: Investigation with strut-and-tiemodel" 132 (132): 673-685, 2006
4 Zhang, N, "Size effect in RC deep beams: Experimental investigation and STEM verification" 29 (29): 3241-3254, 2007
5 Hwang, S.J., "Shear strength prediction for deep beams" 97 (97): 367-377, 200
6 Oh, J.K, "Shear strength of reinforced concrete deep beams" 98 (98): 164-173, 2001
7 Russo, G., "Shear strength analysis and prediction for reinforced concrete beams without stirrups" 131 (131): 66-74, 2005
8 Yang, K.H., "Shear characteristics of high-strength concrete deep beams without shear reinforcements" 25 (25): 1343-1352, 2003
9 Kong, F.K, "Reinforced Concrete Deep Beams" Van Nostrand Reinhold 1990
10 Leong, C.L, "Proposed revision on CIRIA design equation for normal and high strength concrete deep beams" 55 (55): 267-278, 2003
1 Construction Industry Research and Information Association, "The design of deep beams in reinforced concrete,"
2 BS 8110, "Structural use of concrete-part 1: code of practice for design and construction"
3 Tan, K.H, "Size effect on shear strength of deep beams: Investigation with strut-and-tiemodel" 132 (132): 673-685, 2006
4 Zhang, N, "Size effect in RC deep beams: Experimental investigation and STEM verification" 29 (29): 3241-3254, 2007
5 Hwang, S.J., "Shear strength prediction for deep beams" 97 (97): 367-377, 200
6 Oh, J.K, "Shear strength of reinforced concrete deep beams" 98 (98): 164-173, 2001
7 Russo, G., "Shear strength analysis and prediction for reinforced concrete beams without stirrups" 131 (131): 66-74, 2005
8 Yang, K.H., "Shear characteristics of high-strength concrete deep beams without shear reinforcements" 25 (25): 1343-1352, 2003
9 Kong, F.K, "Reinforced Concrete Deep Beams" Van Nostrand Reinhold 1990
10 Leong, C.L, "Proposed revision on CIRIA design equation for normal and high strength concrete deep beams" 55 (55): 267-278, 2003
11 양근혁, "Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams" 59 (59): 575-586, 200710
12 IS 456, "Indian standard code of practice for plain and reinforced concrete for general building construction"
13 Aspoitis, J, "High strength concrete elements subjected to shear" 91 (91): 423-433, 1994
14 Ley, T.M, "Experimental verification of strut-and-tie model design method" 104 (104): 749-755, 2007
15 Pendyala, R.S, "Experimental study on shear strength of high-strength concrete beams" 97 (97): 564-571, 2000
16 Foster, S.J, "Experimental studies on high-strength concrete deep beams" 95 (95): 383-391, 1998
17 Londhe, R.S, "Experimental studies in transfer Beams for high-rise buildings" Indian Institute of Technology 2007
18 Tan, K.H, "Experiment to mitigate size effect on deep beams" 60 (60): 709-723, 2008
19 Ahmad, S, "Evaluation of shear strength of high strength concrete corbels using strut and tie model" 34 (34): 27-35, 2009
20 Zarris, P.D, "Discussion of shear compression failure in reinforced concrete deep beams" 131 (131): 988-991, 2005
21 Russo, G., "Design shear strength formula for high-strength concrete beams" 37 : 680-688, 2004
22 European Committee for Standardization, "Design of concrete structures, Part 1: General rules and regulations for buildings"
23 Yang, K.H, "Code modeling of reinforced concrete deep beams" 60 (60): 441-454, 2008
24 American Concrete Institute Committee, "Building code requirements for structural concrete (ACI 318- 05) and commentary (ACI 318R-05)"
25 Ashor, A, "Application of plasticity theory to reinforced concrete deep beams: a review" THOMAS TELFORD PUBLISHING 60 (60): 657-664, 2008
26 Bakir, P.G, "A design equation for predicting the shear strength of short beams" 2002