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Rheological Equations of State of Concrete
Larionov E.A., Agapov V.P., Markovich A.S., Aidemirov K.R.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A.V., Zylev V.B.
Thermomechanical Performance of Steel and Recycled Aluminium Plates in Tropical Savanna Climatic Conditions
Chiadighikaobi P.C., Onuoha O.C., Fagbuyi A.E.
ON ANALYSIS OF FRAMES MADE OF NON-ELASTIС COMPOSITE ELEMENTS WITH TERMAL ACTION TAKEN INTO ACCOUNT
Rochev A.A.
EVALUATION OF THE COEFFICIENT OF TRANSVERSE DEFORMATION AT THE AXIAL-SYMMETRIC DEFORMATION OF CONTINUOUS MEDIUM
BAKUSHEV S.V.
Flat geometric-nonlinear shear strains
Bakushev S.V.
The mechanism of nanostructuring the surface of engineering parts during shot blasting
Kolmogorov G.L., Vysotin A.S.
Differential equations of equilibrium of continuous medium for plane one-dimensional deformation at closing equations approximation by biquadratic functions
Bakushev S.V.
Force parameters of metal deformation during sheet drawing
Morozov Y.A.
Strengthening of damping properties after initial plastic deformation: static and dynamic tests
Zylev V.B., Platnov P.O.
Two-Field Prismatic Finite Element Under Elasto-Plastic Deformation
Kiseleva R.Z., Ryabukha V.V., Kirsanova N.A., Klochkov Y.V., Nikolaev A.P.
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.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
THE FINITE ELEMENT STRESS STATE ANALYSIS OF UNDERGROUND HYDRAULIC ERECTIONS TAKING INTO ACCOUNT THE ANISOTROPY OF THE MEDIUM
BAUTDINOV D.T., DJAMALUDINOV M.M.
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.
LIST'S DEFORMATIONS OF HIGH-RISE BUILDING ON DEFORMABLE SLAB
Inozemtzev V.K., Inozemtzeva O.V., Zhestkova S.A.
LONG BEARING CAPACITY OF WOODEN STRUCTURES
Varenik A.S., Varenik K.A.
METHOD OF DISPLACEMENTS FOR EVALUATION OF ENERGY LOSSES UNDER CONSTRUCTION'S DEFORMATION WITH ALTERNATING SIGNS
Bondarenko V.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.
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.
ON COMMUNICATION BETWEEN THE LEVEL OF FORCE LOADING AND POWER LOSSES UNDER DEFORMATION OF REINFORCED CONCRETE STRUCTURES
BONDARENKO V.M., YAGUPOV B.A.
THE CALCULATION OF INELASTIC COMPOSITE CIRCULAR ARCHES
Rochev A.A.
A MODEL OF DEFORMATION OF VISCOUS-AND-ELASTIC MATERIALS
Erokhin S.V., Gachaev A.M.
FEATURE OF POWER RESISTENCE OF THE REINFORCED CONCRETE ELEMENTS DAMAGED BY CORROSION SIGNVARIABLE LOADING
Bondarenko V.M.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V.A., Solovei N.A., Krivenko O.P., Mishchenko O.A.
CHANGE OF THICKNESS OF WALLS OF CYLINDRICAL GLASSES AT AN EXTRACT WITHOUT CLIP
Kohun L.S., Morozov Y.A., Shul'gin A.V.
REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION
Veselev Y.A., Karabutov M.S.
ON THE DETERMINATION OF ELASTIC POTENTIAL OF SPHERICAL RUBBER MEMBRANES
Galimov N.K., Yakupov S.N., Yakupov S.N.
APPLIED WAY OF THE ASSESSMENT OF LOSSES OF ENERGY OF DEFORMATION OF THE REINFORCED CONCRETE DAMAGED BY CORROSIONUNDER SIGN-VARIABLE LOADING
Bondarenko V.M.
NTERACTION OF THE TOOL DURING MECHANICAL MACHINING
Belousov Y.V.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
RESEARCHOF THE DEFORMATION OF THE BRICK-CABLE ARCH IGORK
DMITRIEV I.K.
MOISTURE ELASTICITY OF INHOMOGENEOUS THICK-WALLED HOLLOW BALL UNDER NONSTATIONARY HUMIDITY CONDITIONS
Avershyev V.I., Avershyev A.S.
RESEARCH KINEMATIC AND DEFORMATION PARAMETERS OF SINK RAWING
Kohun L.S., Morozov Y.A.
NON-LINEAR HEREDITARY CREEP THEORY
Sanzharovskij R.S.
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.
STRIP TENSION UNDER CONDITIONS OF ONE - AND TWO-ZONAL ROLLING
Kokhan L.S., Morozov Y.B., Slavgorodskaya Y.B.
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.
DYNAMICS OF IDEAL PLASTIC CIRCULAR PLATE WITH HINGED SUPPORT FIXED
Starov A.V.
INTENSIFICATION OF PROCESSES OF ROLLING
Kohun L.S., Morozov Y.A.
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.
TRANSVERSE BENDING OF A THIN PERFORATED PLATE WEAKENED BY RECTILINEAR CRACKS WITH END ZONES OF PLASTIC DEFORMATION
Kazbekov B.B.
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 DEFORMATION ANALYSIS OF FRAMES OF INELASTIC CONSTITUENTS
Rochev A.A.
LINEAR EQUATIONS OF FORCE RESISTANCE AND DIAGRAM σ - ε OF CONCRETE
Bondarenko V.M., Rimshin V.I.
MODEL OF MOVEMENT OF METAL IN CALIBRES OF RHOMBIC SYSTEM
Kohun L.S., Morozov Y.A.
Energy-Based Evaluation of Dynamic Soil-Structure Interaction Process Under Seismic Impact from Explosion
Rakhmonov B.S., Sagdiev K.S., Ter-Martirosyan A.Z., Mirsayapov I.T., Erofeev V.T.
Specific Strength Under Combined Loading
Kurbanmagomedov A.K., Morozov E.M.
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading
Cheremnykh S.V.
AN ACTION OF HARMONIC WAVES ON CYLINDRICAL LAYERS WITH LIQUID
Safarov I.I., Akhmedov M.S., Boltaev Z.I.
Methodology for determining progressing ultimate states based on the displacement method
Stupishin L.Y., Nikitin K.E., Moshkevich M.L.
Method of computational models of resistance for reinforced concrete
Kolchunov V.I.
Calculation of the formation of normal cracks in a reinforced concrete element based on the deformation theory of plasticity of concrete by G.A. Geniev
Vu N.T., Fedorova N.V.
Analytical model of deformation of reinforced concrete columns based on fracture mechanics
Tamrazyan A.G., Chernik V.I., Matseevich T.A., Manaenkov I.K.
Relaxation of stress in elements of reinforced concrete structures
Larionov E.A., Nazarenko V.G., Rynkovskaya M.I., Grinko E.A.
Investigation of the properties of high-strength steel fiber concrete with a minimum effective fiber content under loads of various durations
Karpenko N.I., Moiseenko G.A.
Investigation of waves in the strengthened net
Agalarov J.H., Mammadova G.A., Rustamova M.A.
Theoretical and experimental modeling of deformation of a cylindrical shell made of 45 steel under complex loading
Cheremnykh S.V.
RESOLVING EQUATIONS OF PLANAR DEFORMATION IN CYLINDRICAL COORDINATES FOR PHYSICALLY NONLINEAR CONTINUUM
BAKUSHEV S.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.
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.
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.
Sustainability of walls of individual residential houses with a wooden frame
Razzakov S.J., Juraev B.G., Juraev E.S.
Application of plate mechanics to evaluate the effectiveness of reinforcing shot blasting
Kolmogorov G.L., Vysotin A.S.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
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.
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.
Comparative analysis of finite element formulations at plane loading of an elastic body
Gureeva N.A., Nikolaev A.P., Yushkin V.N.
USING OF RESTORING GRAVITATIONAL EFFECT IN EARTHQUAKE - RESISTANT FACILITIES ON KINEMATIC SUPPORTS
Borodin L.A., Timofeeva T.V.
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.
DEVELOPMENT OF METHODS OF ESTIMATION OF DURABILITY OF SLOPING SECTIONS OF ON THE ROAD REINFORCED CONCRETE CONSTRUCTIONS
Bondarenko V.M., Migal R.E.
FROM RELATIVE TO EXACT MODEL OF CALCULATION CRACK RESISTANCE OF REINFORCED CONCRETE SECTION
MAYOROV V.I., Larionov V.M.
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.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
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.
1 - 78 of 78 Items

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