On the Nonlinear Effect of Joint Work of the Basis, Foundation Slab and the Structure


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We have already considered the problem of joint work of structure, foundation slab and basis in [1, 2] (two-layer beam or slab on elastic basis). The distinctive paper is devoted to analysis of two-layer beam-strip on elastic basis, which corresponds to the problem of the plane deformed state. Nonlinear dependence of internal forces on structure height is presented.



Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen






V. I. Andreev et al., "On the Nonlinear Effect of Joint Work of the Basis, Foundation Slab and the Structure", Advanced Materials Research, Vols. 250-253, pp. 3591-3594, 2011

Online since:

May 2011




[1] Andreev V.I., Barmenkova E.V. Bending a two-layer beam on elastic basis, taking into account the mass forces. XVIII Polish-Russian-Slovak Seminar Theoretical Foundation of Civil Engineering,. Proceedings. Arkhangelsk 01. 07 - 05. 078. 2009. Warszawa, 2009, pp.51-56.

[2] Andreev V. I, Barmenkova Е.V. Calculation of model of system design-base-basis, taking into account shift deformations. Stroitelnaja mehanika i raschet sooruzhenij, #6, 2010, pp.2-5.

[3] Vardanian G.S., Andreev V.I., Atarov N.M., Gorshkov A.A. Strength of materials with the fundamentals of the theory of elasticity and plasticity. Moscow: Izdatel'stvo Infra-M, 2011, – 638 p.

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