Русский
EnglishThe inverse solution method for strength and buckling resistance problems allows establishing the stress state and the corresponding integral forces, such as axial force and bending moments for an arb
DOI: 10.23968/1999-5571-2025-22-3-29-37
The paper proposes an improved engineering approach to resistance verification of light steel thin-walled structures (LSTWS).
DOI: 10.23968/1999-5571-2024-21-6-33-44
The «reverse» numerical-analytical method for definition the residual bearing capacity of steel frame elements after buckling is proposed.
DOI: 10.23968/1999-5571-2022-19-5-5-19
The article proposes using a technique of calculation the post-limit (residual) bearing capacity of steel frame elements relating to the strength check, in general case of loading, taking into conside
DOI: 10.23968/1999-5571-2022-19-4-16-30
Analysis results of hollow circular cross-section bars under bending and axial compression by the finite element method in different formulations with considering of overall buckling described.
DOI: 10.23968/1999-5571-2020-17-5-87-93
The article presents a technique of calculating steel structures connections taking into consideration the results of seismic analysis of steel structure carried out by linear spectral method.
DOI: 10.23968/1999-5571-2020-17-2-51-59
