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Stability assessment of a structure subject to asymmetric load application on a rock-free bed

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Power Technology and Engineering Aims and scope

The paper is devoted to numerical investigation of the behavior of the terminal section of a dam for its various structural solutions.

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References

  1. A. L. Mozhevitinov, S. A. Kuz’min, and A. F. Popov, “Stability of structures subject to eccentric load application,” in: Proc. of the All-Union Conf. “Method For Determination of the Stress State and Stability of High-Head Water-Development Works and Their Beds Under Static and Dynamic Loads” [in Russian], Stroiizdat, Moscow (1972).

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  2. V. N. Bukhartsev, “Static performance of the terminal section of a dam on a rock-free bed,” in: Proc. of the St. Petersburg State Technical University. No. 502 “Construction” [in Russian], Izd. LPU, St. Petersburg (2007).

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  3. A. A. Lukashevich, “Solution of contact elastic problems with Coulomb friction under stepwise loading,” Izv. Vuzov. Stroit., No. 10 (2008).

  4. A. A. Lukashevich, “Solution of contact problems with consideration of the flexibility and strength of one-sided bond by the method of stepwise loading,” Vestn. Grazhd. Inzh., No. 3 (2009).

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Authors and Affiliations

  1. St. Petersburg State Polytechnic University, St. Petersburg, Russia

    V. N. Bukhartsev & A. A. Lukashevich

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  1. V. N. Bukhartsev
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  2. A. A. Lukashevich
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 8, August 2011, pp. 23 – 27.

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Bukhartsev, V.N., Lukashevich, A.A. Stability assessment of a structure subject to asymmetric load application on a rock-free bed. Power Technol Eng 45, 346–350 (2012). https://doi.org/10.1007/s10749-012-0279-z

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  • DOI: https://doi.org/10.1007/s10749-012-0279-z

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