MODELING OF TEAMWORK OF CONSTRUCTION AND THE BASETAKING INTO ACCOUNT CONSTRUCTION ESCALATING

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Abstract


The model "design-foundation-basis" in the form of the two-layer beam which bottom layer corresponds to the foundation, and top - designs with the corresponding resulted characteristics are developed. The model considers the joint work of construction and the foundation on elastic foundation. From the general equations of elasticity theory, taking into account the mass forces obtained resolving equations and formulas for the three components of stress. The dependencies of internal forces in a beam of high design, as well as diagrams of the stresses for the model and the traditional formulation of the problem. It is shown that the stress diagrams for the two considered design schemes differ considerably.

About the authors

V I Andreev

Email: asv@mgsu.ru

E V Barmenkova

A V Matveyeva

References

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