Power Technology and Engineering

, Volume 44, Issue 5, pp 365–368 | Cite as

Strength analysis of massive reinforced-concrete structures using the method of equivalent shells

  • A. P. Dolgikh
  • A. A. Podvysotskii
Article
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Premises are presented for development of a method of conversion from stresses at the nodes of three-dimensional finite elements to internal forces of equivalent shell elements, and theoretical bases and an example of practice implementation are cited.

Keywords

analysis of reinforcement in massive concrete components method of equivalent shells determination of design reinforcement for concrete sections 
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References

  1. 1.
    Design Manual for Concrete and Reinforced-Concrete Structures at Water-Development Works (Without Prestress) for Construction Rule and Regulation 2.06.08–87 [in Russian], Izd. VNIIG im. B. E. Vedeneeva, Leningrad (1991).Google Scholar
  2. 2.
    STO 17330282.27.140.002–2008. Organization Standard of the JSC “RAO EÉS Rossii” [in Russian].Google Scholar
  3. 3.
    Documentation for CivilFEM release 12.0, Ingeciber S.A.Google Scholar

Copyright information

© Springer Science+Business Media, Inc. 2011

Authors and Affiliations

  • A. P. Dolgikh
    • 1
  • A. A. Podvysotskii
    • 1
  1. 1.JSC “Mosoblgidroproekt”Dedovsk, Istra DistrictRussia

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