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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 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.
Torsion problem: stress statement and solution by the boundary element method
Lalin V.V., Semenov D.A.
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.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE
Kuznetsova E.V., Kolmogorov G.L.
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING
Serdyukhov V.N.
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 mechanism of nanostructuring the surface of engineering parts during shot blasting
Kolmogorov G.L., Vysotin A.S.
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.
ANALYSIS OF FORCE INFLUENCE OF TRANSPORT VEHICLES ON ROAD CLOTHING
Korochkin А.V.
Stress state of metal dome meridional ribs at different stages of overhang erection process
Lebed E.V., Vershinin V.P.
PARAMETERS OF ROCK STRUCTURES FOR UNDERGROUND ORE MINING
RAZORENOV Y.I., DZERANOV B.V.
ANALYSIS OF THE TENSION STATE OF THE CIRCUMFERENTIAL INTERMITTENT WELD OF THE T - JOINING
Belousov Y.V.
СALCULATION OF THE ADMISSIBLE TENSILE STRESSES TO APPRECIATE CONTACT STRENGTH OF SPUR GEARS AT THE UNFAVORABLE LOADING
Belousov Y.V.
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.
CALCULATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
STRESS AND STRAIN STATE IN THE ELASTIC HALF-SPACE AT A PREDETERMINED ON BORDER FORCES OR DISPLACEMENTS
KUDRYAVTSEV S.G., BULDAKOVA J.M.
Changes in the stressed state of the framework of the metal ribbed-ring dome during the assembly process
Lebed E.V.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.P.
THE GROWTH OF COHESIVE CRACK IN A STRINGER PLATE
Mir-Salimzade M.V.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
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.
INVERSE PROBLEM OF THE THEORY OF BENDING OF THE PLATE WITH INCLUSIONS
Askarov V.A.
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.
Partially closure of rectilinear crack emanating from contour of circular hole in stringer plate
Mir-Salimzada M.V.
DETERMINATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.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.
Influence of the height of the ribbed-ring dome on the stress state of its frame during the overhang mounting process
Lebed E.V.
Computer analysis of the behavior of large-span metal domes with different methods of installation
Lebed E.V.
NTERACTION OF THE TWO-LAYER ANISOTROPIC BAND AND RIGID BASE
Kudryavtsev S.G., Buldakova J.M.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
1 - 37 of 37 Items

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