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Matériaux et Construction

, Volume 11, Issue 3, pp 206–206 | Cite as

Authors’ reply

Correspondence

Keywords

Concrete Slab Masonry Wall Collapse Load Central Deflection Plastic Collapse 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

  1. [1]
    Brotchi J. F.A refined method for reinforced concrete slabs. Journal of the Institution of Engineers, Australia, Vol. 35, 1963, p. 292.Google Scholar
  2. [2]
    Liebenberg A. C.Arch action in concrete slabs. Bulletin No. 40, National Building Research Institute, Pretoria, CSIR Research Report 234, 1966, p. 55.Google Scholar
  3. [3]
    Comité Européen du Béton.—Dalles, structures planes. Bulletin d’Information, No. 58, October 1968, p. 189.Google Scholar
  4. [4]
    Keenan W. A.Strength and behaviour of restrained reinforced concrete slabs under static and dynamic loading. Technical Report R 621, U.S. Naval Civil Engineering Laboratory. Port Hueneue, April 1969.Google Scholar
  5. [5]
    Hyttinen E.Kupolverkan i betongplattor (Dome action in reinforced concrete slabs). Nordisk Betong, Vol. 15, No. 2, June 1971. pp. 111–128 (English summary).Google Scholar
  6. [6]
    Herzog M.Deflections of twoway slabs from uncracked state up to rupture. Die Bautechnik. Vol. 48, No. 9, September, 1971, pp. 313–316 (in German).Google Scholar
  7. [7]
    Backlund J.Membraneeffekt i armerede betongplattor—en litteraturöversikt (Membrane effect in reinforced concrete slabs—a summary of literature). Report 72-1, Division of Concrete Structures, Chalmers University of Technology, Gothenburg, 1972, p. 14.Google Scholar
  8. [8]
    Brown W. M., Black M. S.Dynamic strength study of small, fixed-edge, longitudinally restrained two-way reinforced concrete slabs. Technical Report N-73-81. US Army Engineer Waterways Experiment Station, Vicksburg, December 1973.Google Scholar
  9. [9]
    Wiehle C. K.Dynamic analysis of a building and building elements. Defence Civil Preparedness Agency Contract DAHC 20-71-C-0292, Stanford Research Institute, April 1974.Google Scholar
  10. [10]
    Kulkarni A. B.Strength and behaviour of two-way rectangular reinforced concrete slabs. Ph. D. Thesis. Indian Institute of Science, Bangalore, 1976 289 p.Google Scholar
  11. [11]
    Prakash Desayi, Kulkarni A. B.Load-deflection behaviour of simply supported rectangular reinforced concrete slabs. Proceedings, International Association of Bridge and Structural Engineering (under publication).Google Scholar
  12. [12]
    Prakash Desayi, Kulkarni A. B.Effect of membrane action on on the plastic collapse load of circular orthotropic slabs with fixed edges. International Journal of Mechanical Sciences (under publication).Google Scholar
  13. [13]
    Prakash Desayi, Kulkarni A. B.Control of cracking in twoway reinforced concrete slabs. Indian Concrete Journal (under publication).Google Scholar

Copyright information

© Secrétariat de Rédaction 1978

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