1 |
ACI (2005), Building Code Requirements for Structural Concrete (ACI 318-05), American Concrete Institute, MI.
|
2 |
Aguilar, G., Matamoros, A.B., Parra-Montesinos, G.J., Ramirez, J.A. and Wight, J.K. (2002), "Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams", ACI Struct. J., 99(4), 539-548.
|
3 |
Cook, W.D. and Mitchell, D. (1988), "Studies of disturbed regions near discontinuities in reinforced concrete members", ACI Struct. J., 85(2), 206-216.
|
4 |
De Witte, F.C. and Kikstra, W.P. (2005), DIANA - Finite Element Analysis, TNO DIANA BV.
|
5 |
Hwang, S.J., Lu, W.Y. and Lee, H.J. (2000), "Shear strength prediction for deep beams", ACI Struct. J., 97(3), 367-376.
|
6 |
Kong, F.K., Robins, P.J. and Short, D.R. (1970), "Deep beams with inclined web reinforcement", ACI J., 69(6), 172-176.
|
7 |
Lu, W.Y., Hwang, S.J. and Lin, I.J. (2010), "Deflection prediction for reinforced concrete deep beams", Comput. Concrete, 7(1), 1-16.
DOI
|
8 |
MacGregor, J.G. (1997), Reinforced Concrete Mechanics and Design, Prentice Hall.
|
9 |
Manamoros, A.B. and Wong, K.H. (2003), "Design of simply supported deep beams using strut-and-tie models", ACI Struct. J., 100(6), 704-712.
|
10 |
Pimentel, M., Cachim, P. and Figueiras, J. (2008), "Deep-beams with indirect supports: numerical modelling and experimental assessment", Comput. Concrete, 5(2), 117-134.
DOI
|
11 |
Rogowsky, D.M., MacGregor, J.G. and Ong, S.Y. (1986), "Tests of Reinforced Concrete Deep Beams", ACI Struct. J., 83(4), 614-623.
|
12 |
Schlaich, J., Schafer, K. and Jennewein, M. (1987), "Toward a consistent design of structural concrete", PCI J., 32, 74-150.
DOI
|
13 |
Siao, W.B. (1995), "Deep beams revisited", ACI Struct. J., 92(1), 95-102.
|
14 |
Sun, S.M. (2007), "Analytical Study on the Nonlinear Behavior of RC Transfer Girder", Master Thesis of Korea University. (in Korean)
|
15 |
Tan, K.H., Teng, S., Guan, L.W. and Kong, F.K. (1995), "High strength concrete deep beams with effective span and shear span variations", ACI Struct. J., 92(4), 395-405.
|
16 |
Tang, C.Y. and Tan, K.H. (2004), "Interactive mechanical models for shear strength of deep beams", J. Struct. Eng.-ASCE, 130(10), 1534-1544.
DOI
ScienceOn
|
17 |
Wu, T. and Li, B. (2009), "Experimental verification of continuous deep beams with openings designed using strut-and-tie modeling", IES J. Part A., Civil Struct. Eng., 2(4), 282-295.
DOI
ScienceOn
|
18 |
Yang, K.H. and Ashour, A.F. (2008), "Effectiveness of web reinforcement around openings in continuous concrete deep beams", ACI Struct. J., 105(4), 414-424.
|
19 |
Yang, K.H., Chung, H.S. and Ashour, A.F. (2007), "Influence of shear reinforcement on reinforced concrete continuous deep beams", ACI Struct. J., 104(4), 420-429.
|
20 |
Zararis, D. (2003), "Shear compression failure in reinforced concrete deep beams", J. Struct. Eng.-ASCE, 129(4), 544-553.
DOI
ScienceOn
|
21 |
Zhang, N. and Tan, K.H. (2007), "Direct strut-and-tie model for single span and continuous deep beams", Eng. Struct., 29(12), 2987-3001.
DOI
|
22 |
Zhang, N. and Tan, K.H. (2010), "Effect of support settlement on continuous deep beams and STM modeling", Eng. Struct., 32(2), 361-372.
DOI
ScienceOn
|
23 |
ACI (2002), Building Code Requirements for Structural Concrete (ACI 318-02), American Concrete Institute, MI.
|
24 |
ACI (1995), Building Code Requirements for Structural Concrete (ACI 318-95), American Concrete Institute, MI.
|