Моделирование напряженно-деформированного состояния одноэтажного каркасного здания, получившего повреждения
https://doi.org/10.31675/1607-1859-2022-24-6-119-128
Abstract
Purpose: Stress-strain state simulation of the one-story prefabricated reinforced concrete building on a monolithic foundation slab damaged after instrument-aided structural survey, including damage to the self-bearing brickwork caused by earlier earthquakes. This frame building is constructed without consideration of seismic impacts.
Methodology: Engineering-geological survey, structural analysis, finite element modeling in the MicroFe software, development of the base– foundation–building model.
Practical implications: The obtained results are used to provide the reliability of the frame building by implementing technical solutions on restoration of its serviceability in seismic conditions
About the Authors
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
I. A. Andrienko
OOO “SPTTs”
Russian Federation
Irina A. Andrienko, Engineer
Tomsk
Russian Federation
Irina A. Andrienko, Engineer
Tomsk
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Review
For citations:
Podshivalov I.I., Andrienko I.A. . Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2022;24(6):119-128. (In Russ.) https://doi.org/10.31675/1607-1859-2022-24-6-119-128
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