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Comparative Analysis of Calculation of a Plate of Curvilinear Trapezoidal Plan using Numerical Methods
Ivanov V.N., Tupikova E.M., Rynkovskaya M.I.
Influence of Geometric Asymmetry on the Spatial Behavior of Tower Structures
Markina Y.D.
Problems of Structural Dynamics with Negative Time
Shtein A.V., Zylev V.B.
Consideration of damping in a continuous medium using the rod approximation by A.R. Rzhanitsyn
Zylev V.B., Platnov P.O.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
THE EFFECT OF THE RATIO OF THE ELASTIC MODULES OF THE "GRAVITY CONCRETE DAM - FOUNDATION" SYSTEM UPON STRESS CONCENTRATION IN THE CONTACT ZONE, AND DISPLACEMENTS OF ADJACENT DAM SECTIONS
Volkov V.I., Golyshev A.I., Uchevatkin A.A., Dmitriev D.S.
DIRECT ELASTIC-PLASTIC LIMIT LOAD AND SHAKEDOWN ANALYSIS OF STEEL SPACE TRUSSES WITH LARGE DISPLACEMENTS
Heidari A., Galishnikova V.V.
STRESS AND STRAIN STATE IN THE ELASTIC HALF-SPACE AT A PREDETERMINED ON BORDER FORCES OR DISPLACEMENTS
KUDRYAVTSEV S.G., BULDAKOVA J.M.
INTERACTION OF ANISOTROPICBAND AND RIGID BASE
Kudryavtsev S.G., Buldakova B.M.
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