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On the stress state of thin-walled isotropic building constructions of the shell type and by the five static boundary conditions with respect to generalized displacements. Equilibrium equations
Strength of thin-walled elastic building structures and by the five static boundary conditions with respect to generalized displacements. The aim of the work
Stress state of hinged supported thin-wall elastic structures under given static boundary conditions with respect to generalized displacements. The system
Solvability of geometrically nonlinear boundary-value problems for the Timoshenko-type anisotropic shells with rigidly clamped edges-Love model. We prove a new existence theorem using the displacement model proposed by S. P. Timoshenko
Right of refugees to education to education in the Russian Federation of refugees and internally displaced persons. For a common understanding
On the existence of solutions to geometrically nonlinear problems for shallow Timoshenko-type shells with free edges representations for the tangential displacements and angles of rotation play a significant role
Solvability of geometrically nonlinear boundary-value problems for the Timoshenko-type anisotropic shells with rigidly clamped edges-Love model. We prove a new existence theorem using the displacement model proposed by S. P. Timoshenko
Application of Riemann–Hilbert Problem Solutions to a Study of Nonlinear Boundary Value Problems for Timoshenko Type Inhomogeneous Shells with Free Edgesgeneralized displacements
On the existence of solutions to geometrically nonlinear problems for shallow Timoshenko-type shells with free edges representations for the tangential displacements and angles of rotation play a significant role
DEFORMATION INTERACTION OF STRONG EARTHQUAKES OF 2010–2016 IN THE ZONE OF INFLUENCE OF THE HIKURANGA SUPERPLUME (NEW ZEALAND) ACCORDING TO GPS OBSERVATIONS tectonic structures of the region are faults with a shear mechanism of displacement of their sides
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