References
- ACI 318-89 (1989), "Building code requirements for reinforced concrete", American Concrete Institute, Detroit, Michigan.
- BS8110: (1985), "Structural Use of Concrete. Part 1: Code of practice for design and construction", BSI, London.
- Eurocode 2 DD ENV 1992-1-1 (1992), "Design of concrete structures, Part 1: General rules and rules for buildings", Comite Europeen de Normalisation, Brussels, Belgium, 1992.
- Famiyesin, O.O.R., and Hossain, K.M.A. (1997), "Influence of slab edge restraints on the predictive ability of a concrete model", Computational Plasticity, Fundamentals and Applications, DRJ Owen, E. Onate and E. Hinton, eds., CIMNE, Barcelona, 2, 1487-1492.
- Famiyesin O.O.R., and Hossain K.M.A. (1998), "Development of charts for partially clamped slabs by finite element predictions", J. Struct. Eng., ASCE, 124(11), November. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1339)
- Famiyesin, O.O.R., and Hossain, K.M.A. (1998), "Optimized design charts for fully restrained slabs by FE predictions", J. Struct. Eng., ASCE, 124(5), 560-569. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:5(560)
- Hossain, K.M.A., and Famiyesin, O.O.R. (1997), "Design application of numerical modelling of fully clamped concrete slabs", Proc. of NAFEMS World Congress on Design, Simulation & Optimisation, Reliability and Applicability of Computational Methods, Stuttgart, 2, 978-989.
- Hossain, K.M.A., and Famiyesin, O.O.R. (1997), "Design charts for simply supported concrete slabs based on finite element procedures", Computational Plasticity, Fundamentals and Applications, DRJ Owen, E. Onate and E. Hinton, eds., CIMNE, Barcelona, 2, 1508-1513.
- Hossain K.M.A., and Famiyesin O.O.R. (1998), "Application of finite element modelling to the design of partially clamped slabs", Proc. Australasian Struc. Eng. Conf., Auckland, New Zealand, 1, 281-288.
- Hung, T.Y., and Nawy, E.G. (1971), "Limit strength and serviceability factors in uniformly loaded, iso-tropically reinforced two way slabs," ACI SP-30, ACI Detroit, 301-324.
- Johansen, K.W. (1962), Yield Line Theory, Cement and Concrete Association, London, UK.
- Kupfer, K.H., Hilsdorf, K.H., and Rush, H. (1969), "Behaviour of concrete under biaxial stresses", Proc. American Concrete Institute, 66(8), 656-666.
- Leet, K.M., and Bernal, D. (1996), Reinforced Concrete Design, 3rd edn., McGraw-Hill Inc., New York, 505-522.
- NS 3473 (1989), Norwegian Standard for Design of Concrete Structures, The Norwegian Council for Building Standardization, N.B.R., Oslo, Norway.
- Owen, D.R.J., and Figueiras, J.A. (1984), "Ultimate load analysis of reinforced concrete plates and shells including geometric nonlinear effects", Finite Element Software for Plates and Shells, E. Hinton and D.R.J. Owen, eds., Pineridge Press, Swansea, 327-388.
- Park, R. (1964), "Ultimate strength of rectangular concrete slabs under short term uniformly distributed loading with edges restrained against lateral movement", Proc., Institution of Civil Engineers, London, UK, 125-150.
- Powell, D.S. (1956), "Ultimate strength of concrete panels subjected to uniformly distributed loads", Ph.D. thesis, Cambridge University, Cambridge, UK.
- Sobotka, Z. (1997), "Four kinds of lower bound solutions for the plastic bearing capacity of plates", Computational Plasticity, Fundamentals and Applications, DRJ Owen, E. Onate and E. Hinton, eds., CIMNE, Barcelona, 1979-1984.
- Taylor, R., Maher, D.R.H., and Hayes, B. (1966), "Effect of the arrangement of reinforcement on the behaviour of reinforced concrete slabs," Magazine of Concrete Research, 18(55), 85-94. https://doi.org/10.1680/macr.1966.18.55.85
Cited by
- Limit load equations for partially restrained RC slabs vol.19, pp.1, 2005, https://doi.org/10.12989/sem.2005.19.1.001