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Calculation of the temporary diversion tunnel linings at the II level of the rogun hydroelectric station for seismic loads

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. N. N. Fotieva, “Calculation of the linings of noncircular tunnels constructed in seismic regions,” Osn., Fundam. Mekh. Gruntov. No. 3 (1976).

  2. Sh. G. Napetvaridze, Seismic Stability of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1959).

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  3. G. L. Khesin, I. G. Kostin, and V. B. Zateev, “Investigation of stress concentration around holes in thin plates under the effect of compression waves,” Tr. MISI im. V. V. Kuibyshev, No. 73 (1970).

  4. N. N. Fotieva, “Determination of stresses around the contour of an unsupported tunnel with consideration of seismic loads,” Gidrotekh. Stroitel'., No. 1 (1976).

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  6. M. P. Sheremet'ev, “Extension of an infinite plate with a sealed-in ring, the region of which together with the region of the plate is mapped on a circle by a rational function,” Nauchnye Zapiski L'vovskogo Univ.,12 (1949).

  7. Methodological Recommendations on Consideration of Seismic Conditions when Designing Transportation Tunnels [in Russian], TsNIIS Mintransstroya, Moscow (1975).

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Authors
  1. N. N. Fotieva
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 7–10, September, 1976.

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Fotieva, N.N. Calculation of the temporary diversion tunnel linings at the II level of the rogun hydroelectric station for seismic loads. Hydrotechnical Construction 10, 855–859 (1976). https://doi.org/10.1007/BF02379549

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  • DOI: https://doi.org/10.1007/BF02379549

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