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Investigation of waves in the strengthened net
Agalarov J.H., Mammadova G.A., Rustamova M.A.
Is It Possible to Determine the Whole Crack Path at Once?
Morozov E.M., Kurbanmagomedov A.K.
Design of Thin-Walled Single-Curvature Parts for Use in Lightweight Structures
Morozov Y.A., Belelyubskiy B.F.
Influence of the size of the upper ring on the stressed state of the ribbed-ring metal dome
Lebed E.V.
Safety assessment of massive buttress dams in the presence of thermal cracks in them
Zimnyukov V.A., Zborovskaya M.I.
Relaxation of stress in elements of reinforced concrete structures
Larionov E.A., Nazarenko V.G., Rynkovskaya M.I., Grinko E.A.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
Mathematical modeling of bending stress waves in an aboveground oil pipeline under unsteady seismic action
Musayev V.K.
Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
Lebed E.V.
MODELING OF THE STRESS-STRAIN STATEOF STRENGTHENED BEAM SYSTEMS
Ubaydulloye M.N., Serazutdinov M.N.
INCREASING OF THE LOAD-CARRING CAPACITY IN THE STRENGTHENED LOADED STRUCTURES
SERAZUTDINOV M.N., UBAYDULLOEV M.N., ABRAGIM K.A.
Stressed state of two-layer strip when interacting with rigid base
Buldakova J.M., Kudryavtsev S.G.
Application of plate mechanics to evaluate the effectiveness of reinforcing shot blasting
Kolmogorov G.L., Vysotin A.S.
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Firsanov V.V.
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING
Serdyukhov V.N.
INNOVATIVE MASONRY MADE OF LARGE-SIZE HOLLOW UNITS WITH 50% POROSITY AND WITH GLUE JOINTS
Granovsky A.V., Kondratyeva E.Y.
THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
Salamahin P.M., Reshetnikov I.V.
Experimental determination of the limiting flexibility of eucalyptus wood for axially compressed elements
Cajamarca-Zuniga D., Carrasco C., Molina B.
Effect of stress concentration in a beam of rectangular cross section in the region of attachment of the longitudinal efforts
Yakupov S.N., Kiyamov H.G., Yakupov N.M., Khasanova L.I., Bikmukhammetov I.I.
CRACKING IN SHEET STRUCTURAL ELEMENT UNDER NON-UNIFORM STRESS FIELD
HASANOV S.H.
STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD
Vasil'kova N.T., BAShKATOVA M.E., LARIONOV E.A.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
STRESS RELAXATION IN CURVED REINFORCED CONCRETE BEAM WITH REGARD TO STRUCTURAL DAMAGE
Larionov E.A.
Effect of friction in the interaction of an anisotropic strip with a rigid base
Kudryavtsev S.G., Buldakova J.M.
Investigation of the distribution of elastic waves in the composite cylinder with the initial torch
Guliyev M.S., Seyfullayev A.I., Abdullayeva J.N.
ANALYTICAL MODEL FOR LONG-TERM DEFORMATION OF A REINFORCED CONCRETE ELEMENT WITH CORROSION DAMAGE IN PLANE STRESS STATE AT THE CONTACT AREA BETWEEN CONCRETES OF VARIOUS GRADES
KOLCHUNOV V.I., GUBANOVA M.S., KARPENKO D.V.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
STRESS-STRAIN STATE OF ANISOTROPIC PLATE WEAKENED WITH HOLE
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
СALCULATION OF THE ADMISSIBLE TENSILE STRESSES TO APPRECIATE CONTACT STRENGTH OF SPUR GEARS AT THE UNFAVORABLE LOADING
Belousov Y.V.
Stress state of metal dome meridional ribs at different stages of overhang erection process
Lebed E.V., Vershinin V.P.
CREEP OF POLYTETRAFLUOROETHYLENE UNDER VARIOUS LOADING CONDITIONS
Ogorodov L.I., Nickolaeva I.P., Yakovleva E.L., Fominykh O.V.
STRESS STATE CALLED AS "BOUNDARY LAYER" IS BOUNDARY TORSION OF THE RECTANGULAR PLATE
Firsanov V.V.
CORROSION AND HYDROGEN CRACKING STRENGTH OF METAL GOODS
KOZATSHENKO A.B., Ivanov S.S., Dikova E.V.
FRACTURE OF THE PLATE, WEAKENED BY PERIODIC SYSTEM OF CURVILINEAR HOLES AND RECTILINEAR CRACKS
Akhmedova M.г.
Substantiation of the necessity and method of upgrading the software of the measuring complex for assessing the load capacity of girder spans of road bridges
Salamakhin P.M., Lugovtsev E.A.
STRESS-STRAIN STATE OF THE RECTANGULAR PLATES ON THE BASIS OF REFINED THEORY
TRAN N.D., FIRSANOV V.V.
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.
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS
YAKUPOV N.M.
PURE BENDING OF THE PLATE WEAKENED BY THE PERIODIC SYSTEM OF CIRCULAR HOLES AND RECTILINEARLY THROUGH CRACKS
Isgandarov R.A.
Principle of the overlay deformations in the theory of creep
Larionov E.A., Rimshin V.I., Zhdanova T.V.
EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
DEMYANOV A.I., KOLCHUNOV V.I., POKUSAEV A.A.
STRESS AND DEFORMED STATE OF TWO-LAYERED ANISOTROPIC FOUNDATION IN THE ABSENCE OF FRICTION BETWEEN THE LAYERS
KUDRYAVTSEV S.G., BULDAKOVA J.M.
ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS
Serazutdinov M.N., Ubaydulloyev M.N.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY
Firsanov V.V.
Mathematical modeling of stress waves under concentrated vertical action in the form of a triangular pulse: Lamb’s problem
Musayev V.K.
Mathematical modeling of unsteady elastic stress waves in a console with a base (half-plane) under fundamental seismic action
Musayev V.K.
ANALYSIS OF THE STRESS STATE OF THREE-LAYERED ANISOTROPIC FOUNDATION
KUDRYAVTSEV S.G., BULDAKOVA J.M.
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.
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH
Yakupov S.N., Nasibullin T.R.
THE STRESS-STRAIN STATE OF LAYERED COMPOSITE RODS AND BLADES UNDER TORSION
Nurimbetov A.U.
Force parameters of metal deformation during sheet drawing
Morozov Y.A.
The research of the stress-strain state with local thinning in pipelines and determination of allowable values of concentration stress and strain
Kuzmin D.A., Andreenkova A.V.
DISTRIBUTION OF LOAD AND BENDING STRESSES ALONG THE LENGTH OF THE THICK PLATE FIXED IN THE BASE WHEN AN INITIAL ANGLE BETWEEN IT AND THE DETAIL CONTRACTING WITH IT
PLEKHANOV F.I.
EFFECT OF WINDING PATTERN ON STIFFNESS AND STRESS STATE OF CURVED MULTILAYER PIPES OF COMPOSITE MATERIALS
Loskutov Y.V., Ivanov S.P., Bagautdinov I.N., Gizatullin, R.G., Egorov A.V.
STRESS-STRAIN STATEOF TWO-LAYERED ANISOTROPIC FOUNDATION
KUDRYAVTSEV S.G., BULDAKOVA J.M.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
1 - 57 of 57 Items

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