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Numerical calculation of reinforced concrete beams with spacing on compliant supports under dynamic load

https://doi.org/10.31675/1607-1859-2022-24-5-81-97

Abstract

   In design of reinforced concrete beams on yielding supports under the dynamic load in a structure, it is necessary to consider the thrust reaction. The presence of a spacing leads to a significant increase in strength and a decrease in the structural deformability, as in the case with yielding supports due to their energy intensity.

   The purpose of this paper is to develop the calculation method and study the feasibility of using yielding supports in the structure under the dynamic load.

   The paper presents the results of a numerical calculation of reinforced concrete beams with spacing on yielding supports under the dynamic load. The joint influence is considered for yielding supports and thrust on the dynamism of reinforced concrete structures. The theoretical results confirm the positive effect of using yielding supports with regard to the expansion effect in dynamically loaded structures.

About the Authors

O. G. Kumpyak
Tomsk State University of Architecture and Building
Russian Federation

Oleg G. Kumpyak, DSc, Professor

634003

2, Solyanaya Sq.

Tomsk



D. R. Galyautdinov
Tomsk State University of Architecture and Building
Russian Federation

Daud R. Galyautdinov, Assistant Lecturer

634003

2, Solyanaya Sq.

Tomsk



References

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For citations:


Kumpyak O.G., Galyautdinov D.R. Numerical calculation of reinforced concrete beams with spacing on compliant supports under dynamic load. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2022;24(5):81-97. (In Russ.) https://doi.org/10.31675/1607-1859-2022-24-5-81-97

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