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Problems of Architecture and Construction

Abstract

The intense-deformed condition of the non-uniform base of a final thickness is studied by means of V.E.Vlasova's variation method. Application of this method gives possibility to gain are exact enough also accessible to practical applications of the solution when a soil characteristics is functions of co-ordinates.

First Page

120

Last Page

122

References

References: 1. Korenev B.K. Structures lying on an elastic Foundation. Construction mechanics in the USSR, 1917-1967. - Moscow: Stroyizdat, 1967. 2. Ishkova A.G., Korenev B.G. Bending of plates on elastic and elasto-plastic base. Tr.III All-Union. Congress on theoretical and applied mechanics. Vol.3. - Moscow: Science, 1966. 3. Gorbunov-Posadov M.I. The current state of the scientific foundations of Foundation. - Moscow: Science, 1967. 4. Tsytovich N.A. On methods of calculation of beams on a compressible base. Tr. MISI. 1956, No.14. 5. Popov B.P. Succtcecive approximation for веаme elastic feundation. Proc. A.B.C. -May 1950-vol. 76.-№18. 6. Неllere B.C., Оrrje O.Cenrieally Loaded infinite stripe on a stgle-layer elastic foundation. Internftional Symosium on elvil engineering structure resting on soil rocke. Sarajevo, Yugoslavia 1999. 7. Goldstein M.N. Mechanical properties of soils. - M.: Stroyizdat, 1973. 8. Skuls L. Rheological problems of soil mechanics. - M.: Stroyizdat, 1973. 9. Florin V.A. Fundamentals of soil mechanics. - Moscow: Gosizdat 1959, 196 p. 10. Gorbunov-Posadov M.I., Malikova T.A., Solomin V.I. Calculation of structures on an elastic Foundation. - Moscow: Stroyizdat, 1984. 11. Shirinkulov T.Sh. Calculation of engineering structures on an elastic inhomogeneous basis. - Tashkent: Fan, 1970. 12. Vlasov V.Z. Thin-walled spatial systems. –M.: Gosstroiizdat, 1958.

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