Discussion: Effective Stiffness Model for Reinforced Concrete Slabs
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References
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Armer, G. S. T.(1968). “Discussion of Wood paper (1968).”Concrete, 2, 319–320.
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Bensalem, A. (1993). “The use of non-elastic stress fields in the design of reinforced concrete structures,” PhD thesis, University of Glasgow, Glasgow, Scotland, U.K.
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Bensalem, A., and Bhatt, P. (1995). “Elasto-plastic analysis of reinforced concrete slabs.”Developments in computational techniques for civil engineering, B. H. V. Topping, ed., CIVIL-COMP Press, 215–219.
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Bhatt, P., and Bensalem, A. (1991). “Behaviour of reinforced concrete slabs designed using non-elastic stress fields.”Computational methods and experimental measurements, A. Sousa, C. A. Brebbia, and C. M. Carlomagno, eds., Computational Mechanics Ltd., U.K., 471–480.
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Bhatt, P., and Bensalem, A. (1996). “The use of non-linear stress fields in the design of R. C. flat slabs.”Int. J. Struct. Engrg. Rev., 8(2–3), 201–212.
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Branson, D. E. (1977). Deformation of concrete structures. McGraw-Hill Inc., New York, N.Y.
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Hago, A. W., and Bhatt, P.(1986). “Direct design of reinforced concrete slabs.”J. Amer. Concrete Inst., 83(6), 916–924.
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Neilsen, M. P. (1974). Limit analysis and concrete plasticity. Prentice-Hall, Inc., Englewood Cliffs, N.J.
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Published In
Journal of Structural Engineering
Volume 123 • Issue 12 • December 1997
Pages: 1695 - 1696
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Dec 1, 1997
Published in print: Dec 1997
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