1 |
Chen, W.F. (2008), "Structural engineering: Seeing the big picture", KSCE J. Civil Eng., 12(1), 25-29
DOI
ScienceOn
|
2 |
Clarke, A.P. (1951), "Diagonal tension in reinforced concrete beams", ACI J. Proc., 48(10), 145-156
|
3 |
Foster, S.J. and Malik, A.R. (2002), "Evaluation of efficiency factor models used in strut-and-tie modeling of nonflexural members", J. Struct. Eng., ASCE, 128(5), 569-577
DOI
ScienceOn
|
4 |
Hwang, S.J. and Lee, H.J. (2000), "Analytical model for predicting shear strengths of interior reinforced concrete beam-column joints for seismic resistance", ACI Struct. J., 97(1), 34-44
|
5 |
Rogowsky, D.M., MacGregor, J.G. and Ong, S.Y. (1986), "Tests of reinforced concrete deep beams", ACI J. Proc., 83(4), 614-623
|
6 |
Vecchio, F.J. (1989), "Nonlinear finite element analysis of reinforced concrete membranes", ACI J. Proc., 86(1), 26-35
|
7 |
Committee 318 (2005), Building Code Requirements for Reinforced Concrete (ACI 318-05) and Commentary (ACI 318R-05). American Concrete Institute
|
8 |
AASHTO (2004), AASHTO LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials. ACI
|
9 |
Anderson, N.S. and Ramirez, J.A. (1989), "Detailing of stirrup reinforcement", ACI Struct. J., 86(5), 507-515
|
10 |
Batchelor, D.V.B. and Campbell, T.I. (1986), "Effectiveness factor for shear in concrete beams", J. Struct. Eng., ASCE, 112(6), 1464-1477
DOI
ScienceOn
|
11 |
Aguilar, G., Matamoros, A.B., Parra-Montesinos, G., 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
|
12 |
CEB-FIP (1993), CEB-FIP Model Code for Concrete Structures. Comite Euro-International du Beton/Federation International de la Precontrainte
|
13 |
CSA Committee A23.3 (1994), Design of Concrete Structures: Structures (Design) - A National Standard of Canada. Canadian Standards Association
|
14 |
Hwang, S.J., Lu, W.Y. and Lee, H.J. (2000a), "Shear strength prediction for deep beams", ACI Struct. J., 97(3), 367-376
|
15 |
Hwang, S.J., Fang, W.H., Lee, H.J. and Yu, H.W. (2001), "Analytical model for predicting shear strength of squat walls", J. Struct. Eng., ASCE, 127(1), 43-50
DOI
ScienceOn
|
16 |
Hwang, S.J. and Lee, H.J. (1999), "Analytical model for predicting shear strengths of exterior reinforced concrete beam-column joints for seismic resistance", ACI Struct. J., 96(5), 846-857
|
17 |
Foster, S.J. and Gilbert, R.I. (1996), "The design of nonflexural members with normal and high-strength concretes", ACI Struct. J., 93(1), 3-10
|
18 |
Guan, H. (2005), "Strut-and-tie model of deep beams with web openings - An optimization approach", Struct. Eng. Mech., 19(4), 361-379
DOI
ScienceOn
|
19 |
Foster, S.J. (1992), Structural Behavior of Reinforced Concrete Deep Beams. Ph.D. Dissertation, School of Civil Engineering, Univ. of New South Wales
|
20 |
Hsu, T.T.C. and Zhang, L.X.B. (1997), "Nonlinear analysis of membrane elements by fixed-angle softened-truss model", ACI Struct. J., 94(5), 483-492
|
21 |
Kong, F.K., Robins, P.J. and Cole, D.F. (1970), "Web reinforcement effects on deep beams", ACI J. Proc., 67(12), 1010-1017
|
22 |
Hwang, S.J., Lu, W.Y. and Lee, H.J. (2000b), "Shear strength prediction for reinforced concrete corbels", ACI Struct. J., 97(4), 543-552
|
23 |
Park, J.W. and Kuchma, D. (2007), "Strut-and-tie model analysis for strength prediction of deep beams", ACI Struct. J., 104(6), 657-666
|
24 |
Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings. John Wiley and Sons
|
25 |
Quintero-Febres, C.G., Parra-Montesinos, G. and Wight, J.K. (2006), "Strength of struts in deep concrete members designed using strut-and-tie method", ACI Struct. J., 103(4), 577-586
|
26 |
Marti, P. (1985), "Basic tools of reinforced concrete beam design", ACI Struct. J., 82(4), 46-56
|
27 |
Oh, J.K. and Shin, S.W. (2001), "Shear strength of reinforced high-strength concrete deep beams", ACI Struct. J., 98(2), 164-173
|
28 |
Smith, K.N. and Vantsiotis, A.S. (1982), "Shear strength of deep beams", ACI J. Proc., 79(3), 201-213
|
29 |
Schafer, K. (1996), "Strut-and-tie models for the design of structural concrete", Notes of workshop, Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan
|
30 |
Vecchio, F.J. and Collins, M.P. (1982), "Response of reinforced concrete to in-plane shear and normal stresses", Report No. 82-03, Univ. of Toronto, Toronto, Canada
|
31 |
Schlaich, J., Schafer, K. and Jennewein, M. (1987), "Toward a consistent design of structural concrete", PCI J., 32(3), 75-149
DOI
|
32 |
Tan, K.H., Kong, F.K., Teng, S. and Guan, L. (1995), "High-strength concrete deep beams with effective span and shear span variations", ACI Struct. J., 92(4), 395-405
|
33 |
Schlaich, J. and Schafer, K. (1991), "Design and detailing of structural concrete using strut-and-tie models", The Struct. Eng., 69(6), 113-125
|
34 |
Vecchio, F.J. and Collins, M.P. (1986), "Modified compression field theory for reinforced concrete elements subjected to shear", ACI J. Proc., 83(2), 219-231
|
35 |
Vecchio, F.J. and Collins, M.P. (1993), "Compression response of cracked reinforced concrete", J. Struct. Eng., ASCE, 119(12), 3590-3610
DOI
ScienceOn
|
36 |
Warwick, W.B. and Foster, S.J. (1993), Investigation into the efficiency factor used in nonflexural reinforced concrete member design. UNICIV Rep. No. R-320, School of Civil Engineering, Univ. of New South Wales, Kensington, Sydney, Australia
|
37 |
Vecchio, F.J. and Wong, P.S. (2003), VecTor2 and FormWorks User's Manual, Univ. of Toronto, Toronto, Canada
|