Calculated Reliability Justification of the Church of New Martyrs and Confessors of Russia in Tomsk
https://doi.org/10.31675/1607-1859-2026-28-1-181-191
Abstract
The work shows the need for a mathematical justification of the complex structural church design including the spatial blocking of the roof representing arches and a dome.
Purpose: The aim of the work is to obtain and analyze the stress-strain state of the pile foundation, above-ground structures such as flat walls and floors, spatial arches and dome roofing.
Methodology/approach: Modeling of the stress-strain state of the base, pile foundation, and above-ground load-bearing structures is performed in Ing+2021 MicroFe.
Value: The obtained results ensure the calculated reliability of the developed project documentation for the Church of New Martyrs and Confessors of Russia.
Research findings: The obtained values and longitudinal force distribution in piles indicate a sufficiently high flexural stiffness of the basement and above-ground parts of the church, when the highest longitudinal forces occur not in the internal piles, but in the corner and marginal piles. At the same time, the vertical pile displacement is significantly less than the maximum permissible value. In the building superstructure block, the operational factor of masonry is less than unity, and the condition for the ultimate limit state is satisfied. The proposed design reinforcement ensures the load-bearing capacity and reliability for arches, dome, and reinforced concrete belts beneath them.
Keywords
About the Author
I. I. Podshivalov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Ivan I. Podshivalov, PhD, A/Professor
2, Solyanaya Sq., 634003, Tomsk
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Review
For citations:
Podshivalov I.I. Calculated Reliability Justification of the Church of New Martyrs and Confessors of Russia in Tomsk. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2026;28(1):181-191. (In Russ.) https://doi.org/10.31675/1607-1859-2026-28-1-181-191
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