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Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
The mechanism of nanostructuring the surface of engineering parts during shot blasting
Kolmogorov G.L., Vysotin A.S.
LABORATORY RESEARCH OF DEFORMATIONS IN THE LOWER BYEF ON THE EXAMPLE OF THE RYBINSK WATER-ENGINEERING SYSTEM
Gritsuk I.I., Ionov D.N., Debolsky V.K., Maslikova O.Y.
ON ANALYSIS OF FRAMES MADE OF NON-ELASTIС COMPOSITE ELEMENTS WITH TERMAL ACTION TAKEN INTO ACCOUNT
Rochev A.A.
Force parameters of metal deformation during sheet drawing
Morozov Y.A.
Flat geometric-nonlinear shear strains
Bakushev S.V.
Differential equations of equilibrium of continuous medium for plane one-dimensional deformation at closing equations approximation by biquadratic functions
Bakushev S.V.
EVALUATION OF THE COEFFICIENT OF TRANSVERSE DEFORMATION AT THE AXIAL-SYMMETRIC DEFORMATION OF CONTINUOUS MEDIUM
BAKUSHEV S.V.
The modern state of the problem of analyzing the natural frequencies and modes of vibration of a composite structure
Nurimbetov A.U., Dudchenko A.A.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V.A., Solovei N.A., Krivenko O.P., Mishchenko O.A.
DYNAMICS OF IDEAL PLASTIC CIRCULAR PLATE WITH HINGED SUPPORT FIXED
Starov A.V.
RESEARCHOF THE DEFORMATION OF THE BRICK-CABLE ARCH IGORK
DMITRIEV I.K.
DEVELOPMENT OF METHODS OF ESTIMATION OF DURABILITY OF SLOPING SECTIONS OF ON THE ROAD REINFORCED CONCRETE CONSTRUCTIONS
Bondarenko V.M., Migal R.E.
Comparative analysis of finite element formulations at plane loading of an elastic body
Gureeva N.A., Nikolaev A.P., Yushkin V.N.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
METHOD OF DISPLACEMENTS FOR EVALUATION OF ENERGY LOSSES UNDER CONSTRUCTION'S DEFORMATION WITH ALTERNATING SIGNS
Bondarenko V.M.
CHANGE OF THICKNESS OF WALLS OF CYLINDRICAL GLASSES AT AN EXTRACT WITHOUT CLIP
Kohun L.S., Morozov Y.A., Shul'gin A.V.
THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE INTERSECTING CYLINDRICAL SHELLS FOR THE ELASTO – PLASTIC DEFORMATIONS WITH A VIEW OF GEOMETRICAL NONLINEARITY
Kositsyn S.B., Than H.L.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
FROM RELATIVE TO EXACT MODEL OF CALCULATION CRACK RESISTANCE OF REINFORCED CONCRETE SECTION
MAYOROV V.I., Larionov V.M.
Rheological equations of concrete state and relaxation of stress
Larionov E.A., Rynkovskaya M.I., Grinko E.A.
Principle of the overlay deformations in the theory of creep
Larionov E.A., Rimshin V.I., Zhdanova T.V.
Superposition principle as the fundamental error of the creep theory and standards of the reinforced concrete
Sanzharovsky R.S., Ter-Emmanuilyan T.N., Manchenko M.M.
RESEARCH OF STRESS-STRAIN STATE OF SINGLE-STOREY BUILDINGS WITH INTERNAL PARTITIONS UNDER STATIC PULLING LOAD OF THE UPPER BELT OF A STRUCTURE
RAZZAKOV S.J.
REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION
Veselev Y.A., Karabutov M.S.
STRIP TENSION UNDER CONDITIONS OF ONE - AND TWO-ZONAL ROLLING
Kokhan L.S., Morozov Y.B., Slavgorodskaya Y.B.
NTERACTION OF THE TOOL DURING MECHANICAL MACHINING
Belousov Y.V.
AN ACTION OF HARMONIC WAVES ON CYLINDRICAL LAYERS WITH LIQUID
Safarov I.I., Akhmedov M.S., Boltaev Z.I.
Variants of determining correlations of deformation theory of plasticity in the calculation of shell of rotation on the basis of finite element method
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.
RESOLVING EQUATIONS OF PLANAR DEFORMATION IN CYLINDRICAL COORDINATES FOR PHYSICALLY NONLINEAR CONTINUUM
BAKUSHEV S.V.
ANALYSIS OF CHANNEL DEFORMATION IN THE ZONE OF CHECKOUT BUTTRESS OF THE TYUYAMUYUN WATER RESERVOIR AT THE AMUDARYA RIVER
Sayidov M.T., Ismagilov H.A.
STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD
Vasil'kova N.T., BAShKATOVA M.E., LARIONOV E.A.
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING
KUZMIN P.K.
APPLIED WAY OF THE ASSESSMENT OF LOSSES OF ENERGY OF DEFORMATION OF THE REINFORCED CONCRETE DAMAGED BY CORROSIONUNDER SIGN-VARIABLE LOADING
Bondarenko V.M.
MODEL OF MOVEMENT OF METAL IN CALIBRES OF RHOMBIC SYSTEM
Kohun L.S., Morozov Y.A.
Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab
Galishnikova V.V., Heidari A., Chiadighikaobi P.C., Muritala A.A., Emiri D.A.
System of insufficiency of the modern theory of long-term resistance of reinforced concrete and designers’ warnings
Sanzharovsky R.S., Manchenko M.M., Hadzhiev M.A., Musabaev T.T., Ter-Emmanuilyan T.N., Varenik K.A.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
ON COMMUNICATION BETWEEN THE LEVEL OF FORCE LOADING AND POWER LOSSES UNDER DEFORMATION OF REINFORCED CONCRETE STRUCTURES
BONDARENKO V.M., YAGUPOV B.A.
SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
Rochev A.A.
SYSTEM OF RESOLVING EQUATIONS OF BOUNDARY INTEGRAL APPROACH FOR THE HALF-SPACE WITH REINFORCED HOLE UNDER THE TENSION TO INFINITY
NIZOMOV D.N., KhODZhIBOEV A.A., SALOMOV N.G.
ON THE DETERMINATION OF ELASTIC POTENTIAL OF SPHERICAL RUBBER MEMBRANES
Galimov N.K., Yakupov S.N., Yakupov S.N.
THE FINITE ELEMENT STRESS STATE ANALYSIS OF UNDERGROUND HYDRAULIC ERECTIONS TAKING INTO ACCOUNT THE ANISOTROPY OF THE MEDIUM
BAUTDINOV D.T., DJAMALUDINOV M.M.
THE CALCULATION OF INELASTIC COMPOSITE CIRCULAR ARCHES
Rochev A.A.
TRANSVERSE BENDING OF A THIN PERFORATED PLATE WEAKENED BY RECTILINEAR CRACKS WITH END ZONES OF PLASTIC DEFORMATION
Kazbekov B.B.
NON-LINEAR HEREDITARY CREEP THEORY
Sanzharovskij R.S.
BEARING RESISTANCE OF ECCENTRICALLY COMPRESSED REINFORCED RODS WITH THE USE OF COMPLETE DIAGRAM OF REINFORCED MATERIAL DEFORMATION AS EXEMPLIFIES BY REINFORCED CONCRETE ROD
Hajiyev M.о., ALAEVA S.M., Alaeva S.M.
LINEAR EQUATIONS OF FORCE RESISTANCE AND DIAGRAM σ - ε OF CONCRETE
Bondarenko V.M., Rimshin V.I.
Application of plate mechanics to evaluate the effectiveness of reinforcing shot blasting
Kolmogorov G.L., Vysotin A.S.
A MODEL OF DEFORMATION OF VISCOUS-AND-ELASTIC MATERIALS
Erokhin S.V., Gachaev A.M.
RESOLVING EQUATIONS OF THE BOUNDARY INTEGRAL APPROACH FOR THE PROBLEM OF INTERACTION OF A FINITE BODY WITH HALF-PLANE
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
RESEARCH KINEMATIC AND DEFORMATION PARAMETERS OF SINK RAWING
Kohun L.S., Morozov Y.A.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
ON THE DEFORMATION ANALYSIS OF FRAMES OF INELASTIC CONSTITUENTS
Rochev A.A.
Stress-strain state of shell of revolution analysis by using various formulations of three-dimensional finite elements
Gureeva N.A., Klochkov Y.V., Nikolaev A.P., Yushkin V.N.
Sustainability of walls of individual residential houses with a wooden frame
Razzakov S.J., Juraev B.G., Juraev E.S.
LIST'S DEFORMATIONS OF HIGH-RISE BUILDING ON DEFORMABLE SLAB
Inozemtzev V.K., Inozemtzeva O.V., Zhestkova S.A.
FEATURE OF POWER RESISTENCE OF THE REINFORCED CONCRETE ELEMENTS DAMAGED BY CORROSION SIGNVARIABLE LOADING
Bondarenko V.M.
INTENSIFICATION OF PROCESSES OF ROLLING
Kohun L.S., Morozov Y.A.
MOISTURE ELASTICITY OF INHOMOGENEOUS THICK-WALLED HOLLOW BALL UNDER NONSTATIONARY HUMIDITY CONDITIONS
Avershyev V.I., Avershyev A.S.
USING OF RESTORING GRAVITATIONAL EFFECT IN EARTHQUAKE - RESISTANT FACILITIES ON KINEMATIC SUPPORTS
Borodin L.A., Timofeeva T.V.
LONG BEARING CAPACITY OF WOODEN STRUCTURES
Varenik A.S., Varenik K.A.
1 - 62 of 62 Items

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