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Design of foundation slabs of complex configuration and variable stiffness

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Literature cited

  1. 1.

    R. Courant, Variational Methods for the Solution of Problems of Equilibrium and Vibrations, Bull. Amer. Math. Soc.,49, No. 1 (1943).

  2. 2.

    D. V. Vainberg, V. M. Gerashchenko, I. Z. Roitfarb, and A. L. Sinyavskii, "Derivation of grid equations for plate bending by the variational method," in: Strength of Materials and Theory of Structures [in Russian], Budivel'nik, Kiev (1965).

  3. 3.

    E. A. Palatnikov, Rectangular Slab on Elastic Foundation [in Russian], Stroiizdat, Moscow (1964).

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Additional information

Chelyabinsk Polytechnic Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, pp. 16–19, September–October, 1974.

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Solomin, V.I., Sytnik, A.S. Design of foundation slabs of complex configuration and variable stiffness. Soil Mech Found Eng 11, 300–305 (1974). https://doi.org/10.1007/BF01705568

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Keywords

  • Civil Engineer
  • Structural Foundation
  • Hydraulic Engineer
  • Complex Configuration
  • Variable Stiffness