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КОСИЦЫН, СЕРГЕЙ БОРИСОВИЧ

Issue	Section	Title	File
No 5 (2015)	Articles	CRITICAL AND POSTCRITICAL EQUILIBRIA IN STABILITY PROBLEMS OF ELASTIC SYSTEMS	(Rus)
No 1 (2013)	Articles	THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE INTERSECTING CYLINDRICAL SHELLS FOR THE ELASTO – PLASTIC DEFORMATIONS WITH A VIEW OF GEOMETRICAL NONLINEARITY	(Rus)
No 1 (2011)	Articles	THE INVESTIGATION OF STABILITY OF ELASTIC PLATES AND SHELLS WITH THE HELP OF FE MODELING	(Rus)
Vol 15, No 4 (2019)	Theory of thin elastic shells	The definition of the critical buckling load beam model and two-dimensional model of the round cylindrical shell that interact with the soil	(Rus)
Vol 16, No 1 (2020)	Numerical methods of structures’ analysis	Numerical analysis of stability of the stiffened plates subjected aliquant critical loads	(Rus)
Vol 17, No 1 (2021)	Analysis and design of building structures	Geometrically nonlinear analysis of the stability of the stiffened plate taking into account the interaction of eigenforms of buckling	(Rus)
Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century	Numerical methods of shell analysis	Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil	(Rus)
Vol 19, No 5 (2023)	Analysis and design of building structures	Reducing sensitivity to initial imperfections by changing bifurcation diagrams	(Rus)
Vol 20, No 4 (2024)	Numerical methods of shell analysis	Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction	(Rus)

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