References
- ADINA (2012), Theory and modeling guide, 1, ADINA, Report ARD-8.
- American Concrete Institute (2011), Building code requirements for structural concrete (ACI 318-11) and Commentary (ACI 318R-11).
- Bresler, B. and Scordelis, A.C. (1963), "Shear strength of reinforced concrete beams", ACI J., 60(1), 51-74.
- Cairns, J. (1995), "Strength in shear of concrete beams with exposed reinforcement", Proceedings of the Institution of Civil Engineers. Structures and buildings, 110(2), 176-185. https://doi.org/10.1680/istbu.1995.27598
- Cairns, J. and Zhao, Z. (1993), "Behaviour of concrete beams with exposed reinforcement", Proceedings of the Institution of Civil Engineers: Structures and Bridges, 99(2), 141-154. https://doi.org/10.1680/istbu.1993.23373
- Eurocode 2 (EC2) (2004), Design of concrete structures. Part 1-1: General rules and rules of building, British Standards.
- Eurocode 8 (EC8) (2004), Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings, British Standards.
- Iemura, H., Takahashi, Y. and Socabe, N. (2004), "Development of unbonded bar reinforced concrete structure", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver B.C. Canada, paper No. 1357.
- Kani, G.N.J. (1964), "The riddle of shear failure and its solution", ACI J., 61(4), 441-467.
- Kim, W. and White, R.N. (1999), "Shear-critical cracking in slender reinforced concrete beams", ACI Struct. J., 96(5), 757-766.
- Kong F.K. and Evans R.H. (1987), "Reinforced and prestressed concrete", Van Nostrand Reinhold (UK) Co. Ltd.
- Kotsovos, G.M., Vougioukas, E. and Kotsovos, M.D. (2013), "Reducing steel congestion without violating seismic performance requirements", ACI Struct. J., 110(3), 427-435.
- Kotsovos, M.D. (2014), Compressive force-path method: Unified ultimate limit-state design of concrete structures, Springer, p. 221.
- Kotsovos, M.D. (2015), Finite-element modelling of structural concrete: short-term static and dynamic loading conditions, Taylor and Francis, p. 357
- Kotsovos, M.D. and Pavlovic, M.N. (1995), Structural concrete: Finite-element analysis for limit-state design, Thomas Telford (London), p. 550
- Kotsovos, M.D. and Pavlovic, M.N. (1999), Ultimate limit-state design of concrete structures: A new approach, Thomas Telford (London), 164 pp.
- Kotsovou, G. and Mouzakis, H. (2011), "Seismic behaviour of RC external beam-column joints", Mag. Concrete Res., 63(4), 247-264.
- Kotsovou, G. and Mouzakis, H. (2012a), "Seismic design of RC external beam-column joints", Bull. Earthq. Eng., 10(2), 645-677. https://doi.org/10.1007/s10518-011-9303-1
- Kotsovou, G. and Mouzakis, H. (2012b), "Exterior RC beam-column joints: New design approach", Eng. Struct., 41, 207-319.
- Leonhardt, F. and Walther, R. (1964), "The stuttgart shear tests, 1961, contributions to the treatment of the problems of shear in reinforced concrete construction. (A translation (made by C.V. Amerongen) of the articles that appeared in Beton und Stahlbetonbau", 56(12), and 57(2-3), (7-8), 1962.) Translation No. 111, C&CA, London.
- Lorentsen, M. (1965), "Theory for the combined action of bending moment and shear in reinforced and prestressed concrete beams reinforced and prestressed concrete beams", J. Proceedings, 62(4), 403-420.
- Pandey, G.R. and Mutsuyoshi, H. (2004), "Seismic damage mitigation of reinforced concrete bridge piers by unbonding longitudinal reinforcements", Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, paper, 154.
- Watstein, D. amd Mathey, R.G. (1958), "Strains in beams having diagonal cracks", J. Proceedings, 55(12), pp. 717-728.
- Zielinski, Z.A. and Abdulezer, A. (1977), "Ultimate strength in diagonal splitting of reinforced concrete thin wall panels", Can. J. Civil Eng., 4(2), 226-239. https://doi.org/10.1139/l77-027