Belyy G. I.

There has been obtained a solution of the problem of the general stability of the lattice rod, taking into account the stability of the branch between the lattice nodes (local stability) in an analyti
UDC: 69.04
DOI: 10.23968/1999-5571-2023-20-2-18-29
In order to reduce the volume of calculations, the research of the strength and stability of concrete-filled steel tube structural members is carried out by the inverse numerical-analytical method.
UDC: [624.9+692]:624.04
DOI: 10.23968/1999-5571-2021-18-2-26-35
The paper presents an analytical solution of the stability problem of curved bar elements isolated from a steel arch of continuous section by the flexure-torsion form.
UDC: 624.072.32
DOI: 10.23968/1999-5571-2018-15-2-54-59
The article submits a theoretical substantiation of calculation of reduced cross-sections at multi-parametric loading of bar elements in designs from steel cold-formed profiles.
UDC: 624.
DOI: 10.23968/1999-5571-2017-14-5-33-37
The article presents a theoretical substantiation for the new engineering method of calculating the stability of thin-walled cold formed steel bar elements in order to assess the overall stability acc
UDC: 624.
DOI: 10.23968/1999-5571-2017-14-2-75-80
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