Full Article: PDF
Scientific Object Identifier: http://s-o-i.org/1.1/TAS-09-125-32
DOI: https://dx.doi.org/10.15863/TAS.2023.09.125.32
Language: Russian
Citation: Turaev, I. H. (2023). Calculation of the constructions of a deformable base final thickness. ISJ Theoretical & Applied Science, 09 (125), 280-288. Soi: http://s-o-i.org/1.1/TAS-09-125-32 Doi: https://dx.doi.org/10.15863/TAS.2023.09.125.32 |
Pages: 280-288
Published: 30.09.2023
Abstract: The objectives of the study are to develop the theoretical foundations and practical issues of calculating structures on an inhomogeneous deformable foundation and apply them in practice. To achieve this goal, it is planned to solve the following issues: study of the stress-strain state of a non-uniform elastic foundation using the variation method of V.Z. Vlasov; offer planar and spatial models of heterogeneous foundations; development of a technical method for calculating structures on an elastically inhomogeneous foundation. The object of the study is the foundations and foundations of buildings and structures. Scientific research is aimed at developing new or existing methods for calculating foundations and foundations and increasing their efficiency. The subject of the study is to propose models that take into account the heterogeneity of the basic properties of the soil, and the extent to which this soil reflects the real situation should always be the focus of attention. Research method. In his dissertation, based on the variational method of V.Z. Vlasov, a technical theory for calculating structures (beams, slabs, etc.) on a non-uniform elastic foundation was developed.
Key words: elastic foundation, variation method, calculation of foundations, Vlasov V.Z. method, stress strain state.
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