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Evaluation of the reliability of a hydrostation machine hall during operation of the outlet

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    A method was developed for calculating structures for static and dynamic actions with consideration of deterministic and probabilistic approaches to the solution of the problems.

  2. 2.

    The strength and reliability of structures of the machine hall of the powerhouse during discharge of floodwaters were estimated with the use of methods of statistical dynamics.

  3. 3.

    Elements of reliability theory of engineering systems were used in estimating the reliability of the structures.

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References

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Authors
  1. A. V. L'vov
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  2. S. G. Shul'man
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 4, pp. 25–31, April, 1994.

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L'vov, A.V., Shul'man, S.G. Evaluation of the reliability of a hydrostation machine hall during operation of the outlet. Hydrotechnical Construction 28, 222–230 (1994). https://doi.org/10.1007/BF01545057

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  • DOI: https://doi.org/10.1007/BF01545057

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