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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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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Neilsen, M. P. (1974). Limit analysis and concrete plasticity. Prentice-Hall, Inc., Englewood Cliffs, N.J.
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Dec 1, 1997
Published in print: Dec 1997
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