1 |
ACI Committee 318 (1989), Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary (ACI 318-89R), American Concrete Institute, Detroit, USA.
|
2 |
ACI Committee 318 (2005), Building Code Requirements for Structural Concrete and Commentary (ACI 318M- 05), American Concrete Institute, Farmington Hills, Mich., USA.
|
3 |
Altin, S., Anil, O. and Kara, M.E. (2005), "Improving shear capacity of existing RC beams using external bonding of steel plates", Eng. Struct., 27(5), 781-791.
DOI
ScienceOn
|
4 |
Arslan, M. (1991), "Strengthening of reinforced concrete beams by epoxy glued steel plates", M.Sc. Thesis, Gazi University, Inst. of Science and Technology, Ankara, Turkey.
|
5 |
Arslan, G., Sevuk, F. and Ekiz, I. (2008), "Steel plate contribution to load-carrying capacity of retrofitted RC beams", Constr. Build. Mater., 22(3), 143-153.
DOI
ScienceOn
|
6 |
Aykac, S. and Ozbek, E. (2011), "Strengthening of reinforced concrete t-beams with steel plates (in Turkish)", Tech. J. Turk. Chamber Civ. Eng., 22(1), 5319-5334.
|
7 |
Barnes, R.A. and Mays, G.C. (2006a), "Strengthening of reinforced concrete beams in shear by the use of externally bonded steel plates: Part 1-Experimental programme", Constr. Build. Mater., 20(6), 396-402.
DOI
ScienceOn
|
8 |
Barnes, R.A. and Mays, G.C. (2006b), "Strengthening of reinforced concrete beams in shear by the use of externally bonded steel plates: Part 2-Design guidelines", Constr. Build. Mater., 20(6), 403-411.
DOI
ScienceOn
|
9 |
British Standards Institution, BSI (1997), "BS 8110-1: 1997, Structural Use of Concrete - Part 1: Code of Practice for Design and Construction", London, UK.
|
10 |
Hognestad, E., Hanson, N.W. and McHenry, D. (1955), "Concrete stress distribution in ultimate strength design", ACI J. Proc., 52(4), 475-479.
|
11 |
Hussain, M., Sharif, A., Basunbul, I.A., Baluch, M.H. and Al-Sulaimani, G.J. (1995), "Flexural behavior of precracked reinforced concrete beams strengthened externally by steel plates", ACI Struct. J., 92(1), 14-22.
|
12 |
L'Hermite, R. and Bresson, J. (1967), "Concrete reinforced with glued plates", RILEM International Symposium. Synthetic Resins in Building, Paris, France.
|
13 |
Oehlers, D.J. (1992), "Reinforced concrete beams with plates glued to their soffits", J. Struct. Eng., ASCE, 118(8), 2023-2038.
DOI
|
14 |
Oehlers, D.J. and Moran, J.P. (1990), "Premature failure of externally plated reinforced concrete beams", J. Struct. Eng., ASCE, 116(4), 978-995.
DOI
|
15 |
Raoof, M., El-Rimawi, J.A. and Hassanen, M.A.H. (2000), "Theoretical and experimental study on externally plated R.C. beams", Eng. Struct., 22(1), 85-101.
DOI
ScienceOn
|
16 |
Raoof, M. and Zhang, S. (1997), "An insight into the structural behavior of R.C. beams with externally bonded plates", Proc. Inst. Civ. Eng. Civ. Eng. Struct. Build., 122(4), 477-492.
DOI
ScienceOn
|
17 |
Sallam, H.E.M., Saba, A.M., Shahin, H.H. and Abdel-Raouf, H. (2004), "Prevention of peeling failure in plated beams", J. Adv. Concr. Technol., 2(3), 419-429.
DOI
ScienceOn
|
18 |
Su, R.K.L. and Zhu, Y. (2005), "Experimental and numerical studies of external steel plate strengthened reinforced concrete coupling beams", Eng. Struct., 27(10), 1537-1550.
DOI
ScienceOn
|
19 |
Tankut, T. and Arslan, M. (1992), "Behaviour of reinforced concrete beams strengthened by epoxy-bonded steel plates", Tech. J. Turk. Chamber Civ. Eng., 92, 176-185.
|
20 |
Todeschini, C.E., Bianchini A.C. and Kesler C.E. (1964), "Behavior of concrete columns reinforced with high strength steels", ACI J., Proc., 61(6), 701-716.
|
21 |
Zhu, Y., Su, R.K.L. and Zhou, F.L. (2007), "Seismic behavior of strengthened reinforced concrete coupling beams by bolted steel plates, Part 1: Experimental study", Struct. Eng. Mech., 27(2), 149-172.
DOI
|
22 |
Ziraba, Y.N., Baluch, M.H., Basunbul, I.A., Sharif, A.M., Azad, A.K. and Al-Sulaimani, G.J. (1994), "Guidelines toward the design of reinforced concrete beams with external plates", ACI Struct. J., 91(6), 639-646.
|
23 |
Zhu, Y. and Su, R.K.L. (2010), "Behavior of strengthened reinforced concrete coupling beams by bolted steel plates, Part 2: Evaluation of theoretical strength", Struct. Eng. Mech., 34(5), 563-580.
DOI
|