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STRESS AND STRAIN STATE IN THE ELASTIC HALF-SPACE AT A PREDETERMINED ON BORDER FORCES OR DISPLACEMENTS
KUDRYAVTSEV S.G., BULDAKOVA J.M.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
NTERACTION OF THE TOOL DURING MECHANICAL MACHINING
Belousov Y.V.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
ACCURACY OF THE NUMERICAL METHOD RESULTS IN THE DISPLACEMENT IN THE ELASTIC REFLECTION OF STRESS WAVES IN THE FORM OF A TRIANGULAR PULSE FROM THE FREE SURFACE OF THE PLATE
Musayev V.K., Dikova E.V., Kormilitsin A.I., Samoylov S.N., Starodubtsev V.V.
Geometric modeling and linear static analysis of thin shells in the form of cylindroids
Gil-oulbé M., Qbaily J.
INTERACTION OF ANISOTROPICBAND AND RIGID BASE
Kudryavtsev S.G., Buldakova B.M.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
LARGE DISPLACEMENTS OF RIGID-AND-PLASTIC ROUND PLATES RIGIDLY FIXED ALONG THE CONTOUR AND SUBJECTED TO AXYSIMMETRIC LOADING
Starov A.V.
EMI-ANALYTICAL ANALYSIS OF A LONG SHALLOW OBLIQUE HELICOIDAL SHELL IN A NON-ORTHOGONAL NON-CONJUGATE COORDINATE SYSTEM
Tupikova E.M.
DIRECT ELASTIC-PLASTIC LIMIT LOAD AND SHAKEDOWN ANALYSIS OF STEEL SPACE TRUSSES WITH LARGE DISPLACEMENTS
Heidari A., Galishnikova V.V.
GREEN'S FUNCTION FOR RIGIDLY FIXED PLATE
Timofeyev A.A.
1 - 12 of 12 Items

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