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Principal features of strength calculations for the standard Saratov hydroelectric station building section

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. I. Stankevich, “Design solutions for the Saratov hydroelectric station,” Élek. Stantsii, No. 1 (1966).

  2. V. B. Safonov, N. V. Yudina, A. I. Maksakov, and V. I. Faustov, “Manufacturing process and erection of prefabricated members,” Élek. Stantsii, No. 1 (1966).

  3. V. P. Likhachev, S. V. Luzan, A. V. Mikhailov, etc., Methods for Calculating the Stability and Strength of Hydraulic Engineering Installations. Reinforced-Concrete Installations on Nonrock Foundations [in Russian], Izd. Lit. Stroi. (1966).

  4. G. V. Krasheninnikova, The Calculation of Beams on Elastic Bases of Finite Depth [in Russian], Énergiya (1964).

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Authors
  1. S. A. Berezinskii
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  2. I. E. Lomov
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  3. T. I. Sergeeva
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  4. V. I. Stankevich
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Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, pp. 18–26, February, 1972.

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Berezinskii, S.A., Lomov, I.E., Sergeeva, T.I. et al. Principal features of strength calculations for the standard Saratov hydroelectric station building section. Hydrotechnical Construction 6, 128–137 (1972). https://doi.org/10.1007/BF02378180

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  • DOI: https://doi.org/10.1007/BF02378180

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