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Steel-concrete members for Arctic conditions

  • Experience in the Operation of Structures and Equipment of Hydroelectric Stations
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Hydrotechnical Construction Aims and scope

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References

  1. V. I. Murashov, V. N. Baikov, and É. E. Sigalov, Reinforced-Concrete Members [in Russian], Stroiizdat, Moscow (1964).

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  2. M. I. Dodonov, “Calculation of the strength and displacement of reinforced-concrete bars on the basis of discrete models,” in: Improvement of Reinforced-Concrete Members with Consideration of Nonlinear Deformation of Materials [in Russian], MISI, Moscow (1986).

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  3. N. I. Karpenko et al., “Initial and transformed deformation diagrams of concrete and reinforcement,” in: Stress-Strain State of Concrete and Reinforced-Concrete Members [in Russian], NIIZhB, Moscow (1986).

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Authors
  1. V. O. Almazov
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  2. Z. A. Amiraslanov
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  3. A. D. Istomin
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 37–40, 1994.

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Almazov, V.O., Amiraslanov, Z.A. & Istomin, A.D. Steel-concrete members for Arctic conditions. Hydrotechnical Construction 28, 624–627 (1994). https://doi.org/10.1007/BF01545947

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  • DOI: https://doi.org/10.1007/BF01545947

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