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Analysis of beams on a nonlinearly deformable foundation represented by a combined model

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. I. I. Cherkasov, Mechanical Properties of Soil Foundations [in Russian], Avtotransizdat (1958).

  2. G. K. Klein, "Consideration of the nonhomogeneity, deformation discontinuity, and other mechanical properties of the soil in the analysis of structures on a continuous foundation bed," in: Sb. Trudov MISI im, V. V. Kuibysheva, No. 14, Gosstroiizdat (1956).

  3. G. K. Klein and L. F. Skuratov, "Analysis of beams on a nonlinearly deformable foundation bed," in: Stroitel'naya Mekhanika [in Russian], Stroiizdat (1966).

  4. Sh. E. Mikeladze, Problems in Structural Mechanics [in Russian], Gostekhizdat (1948).

  5. R. Bellman and R. Kalaba, Quasilinearization and Nonlinear Fringe Problems [Russian translation], Mir (1968).

  6. B. V. Uvarov, "Analysis of movable reinforced concrete slabs," Transactions of the ALTI, in: Forest Exploitation [in Russian], Arkhangel'sk, Oblizdat (1967).

  7. B. N. Zhemochkin and A. P. Sinitsyn, Practical Methods of Analysis for Beams and Slabs on an Elastic Foundation Bed, without Using Winkler's Hypothesis [in Russian], Gosstroiizdat (1962).

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Authors
  1. B. V. Uvarov
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Additional information

Arkhangel'sk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 5–8, July–August, 1971.

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Uvarov, B.V. Analysis of beams on a nonlinearly deformable foundation represented by a combined model. Soil Mech Found Eng 8, 239–243 (1971). https://doi.org/10.1007/BF01702693

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  • DOI: https://doi.org/10.1007/BF01702693

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