The Modeling of the Real Building Object by Using the Model of a Two-Layer Beam of Variable Rigidity on an Elastic Basis

Author:

Vladimir Igorevich Andreev1,Elena Vjacheslavovna Barmenkova1

Affiliation:

1. Moscow State University of Civil Engineering

Abstract

In the present paper is given the calculation of the real building object by using the model of a two-layer beam of variable rigidity on an elastic basis. The lower layer of a two-layer beam simulates the foundation, and the upper - the structure, at the same time is considered the weight of each layer. The characteristics of the upper layer change on length. To solve this problem were used an analytical and numerical methods of calculation. On the basis of the calculations can make the following conclusion: for the calculation of system «structure-foundation-basis» for the stage of pre-proposals it is advisable to apply the simplified model as sandwich beams and plates on elastic basis.

Publisher

Trans Tech Publications, Ltd.

Reference5 articles.

1. E.V. Barmenkova, V.I. Andreev: The bending of the two-layer beam on an elastic basis taking into account change of rigidity of the beam on length. International Journal for Computational Civil and Structural Engineering. Vol. 7, Issue 3, (2011).

2. S.N. Klepikov: The calculation of structures on an elastic basis. Kiev, «Budivel'nik», (1967), 184 pp.

3. Manual on designing base slabs of frame buildings and constructions of tower type / NIIOSP of N.M. Gersevanova. Moscow, Stroyizdat, (1984), 263 pp.

4. The Building Regulations 50-101-2004. Design and construction of soil bases and foundations for buildings and structures. Moscow, (2005).

5. V.I. Andreev, E.V. Barmenkova: A two-layer beam bending on an elastic basis with consideration of mass forces. XVIII Polish-Russian-Slovak Seminar «Theoretical Foundation of Civil Engineering». Warszawa, (2009), pp.51-56.

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