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The influence of mounted assembly process on the stress-strain state of the lattice dome frame
Lebed E.V.
Experimental-Theoretical Method for Assessing the Stiffness and Adhesion of the Coating on a Spherical Substrate
Yakupov S.N., Gumarov G.G., Yakupov N.M.
Mechanical properties of fine-grained carbonate concretes with a complex additive, including fine limestone filler and superplasticizer
Belov V.V., Kuliaev P.V., Barkaya T.R.
Basic principles in the theory of force and thermal force resistance of concrete
Fedorov V.S., Levitsky V.E., Isaeva E.A.
Peculiarities of the condition of the foundation slab of the pumped storage power plant water intake
Lisichkin S.E., Kotitsyna S.S.
The influence of bracing on the stress state of the ribbed-ring dome framework
Lebed E.V.
Fundamentals of technology theory of production, calculation physical and mechanical properties and indicators chemical and biological properties of frame building composites
Erofeev V.T.
Method for Calculating Assembly Stresses in Frame Structures Strengthened in Deformed State
Serazutdinov M.N., Ubaydulloev M.N.
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING
Serdyukhov V.N.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
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.
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.
MODELING OF THE STRESS-STRAIN STATEOF STRENGTHENED BEAM SYSTEMS
Ubaydulloye M.N., Serazutdinov M.N.
Changes in the stressed state of the framework of the metal ribbed-ring dome during the assembly process
Lebed E.V.
PARAMETERS OF ROCK STRUCTURES FOR UNDERGROUND ORE MINING
RAZORENOV Y.I., DZERANOV B.V.
DETERMINATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
INTERACTION OF PERIODIC SYSTEM HETEROGENEOUS INCLUSIONS AND COHESIVE CRACKS UNDER LONGITUDINAL SHEAR
Mirsalimov V.M., Hasanov F.F.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
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.
NTERACTION OF THE TWO-LAYER ANISOTROPIC BAND AND RIGID BASE
Kudryavtsev S.G., Buldakova J.M.
INTERACTION OF ANISOTROPICBAND AND RIGID BASE
Kudryavtsev S.G., Buldakova B.M.
Behavior of the frames of large-span metal domes in the process of their installation
Lebed E.V.
CALCULATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
Geometrically nonlinear analysis of the stability of the stiffened plate taking into account the interaction of eigenforms of buckling
Manuylov G.A., Kositsyn S.B., Grudtsyna I.E.
Application of plate mechanics to evaluate the effectiveness of reinforcing shot blasting
Kolmogorov G.L., Vysotin A.S.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.P.
ANALYSIS OF THE TENSION STATE OF THE CIRCUMFERENTIAL INTERMITTENT WELD OF THE T - JOINING
Belousov Y.V.
Influence of the height of the ribbed-ring dome on the stress state of its frame during the overhang mounting process
Lebed E.V.
Partially closure of rectilinear crack emanating from contour of circular hole in stringer plate
Mir-Salimzada M.V.
STRESS AND STRAIN STATE IN THE ELASTIC HALF-SPACE AT A PREDETERMINED ON BORDER FORCES OR DISPLACEMENTS
KUDRYAVTSEV S.G., BULDAKOVA J.M.
The mechanism of nanostructuring the surface of engineering parts during shot blasting
Kolmogorov G.L., Vysotin A.S.
Computer analysis of the behavior of large-span metal domes with different methods of installation
Lebed E.V.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
Stress state of metal dome meridional ribs at different stages of overhang erection process
Lebed E.V., Vershinin V.P.
ANALYSIS OF THE EDGE EFFECT OF SHEAR STRESSES IN THE SHIFT OF A TWO-LAYER BEAM
Andreev V.I., Tsybin N.Y., Turusov R.A.
INCREASING OF THE LOAD-CARRING CAPACITY IN THE STRENGTHENED LOADED STRUCTURES
SERAZUTDINOV M.N., UBAYDULLOEV M.N., ABRAGIM K.A.
ANALYSIS RESEARCHES OF COMPENSATION PARTS OF STEEL-AND-REINFORCED CONCRETE PRESSURE HEAD CONDUITS, ARRANGED WITH APPLICATION OF THE LOW-MODULAR LAYING
Lisichkin A.S.
STRESS RELAXATION IN CURVED REINFORCED CONCRETE BEAM WITH REGARD TO STRUCTURAL DAMAGE
Larionov E.A.
Development of a method for calculating the stress state in horizontal sections of hydraulic engineering angular-type retaining walls
Rubin O.D., Lisichkin S.E., Pashenko F.A.
STRESS-STRAIN STATE OF THE RECTANGULAR PLATES ON THE BASIS OF REFINED THEORY
TRAN N.D., FIRSANOV V.V.
ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS
Serazutdinov M.N., Ubaydulloyev M.N.
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE
Kuznetsova E.V., Kolmogorov G.L.
1 - 45 of 45 Items

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