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Experimental and analytical models of longitudinal deformation in pipe-concrete specimens with small cross-sections
Khazov P.A., Erofeev V.I., Nikitina E.A., Pomazov A.P.
Use of interpolation methods for modeling the stress-strain state of operated oil storage tanks
Konopatskiy E.V., Krysko A.A., Shevchuk O.A.
Quadrilateral element in mixed FEM for analysis of thin shells of revolution
Klochkov Y.V., Pshenichkina V.A., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.
Stability of shallow shells with local changes in strength characteristics
Kolesnikov A.G., Osadchaya A.V.
Volumetric element with vector approximation of the desired values for nonlinear calculation of the shell of rotation
Gureeva N.A., Kiseleva R.Z., Kiselev A.P., Nikolaev A.P., Klochkov Y.V.
Geometry and static analysis of thin shells in the form of a diagonal translation surface of the velaroidal type
Aleshina O.O.
Ruled Shells of Conical Type on Elliptical Base
Krivoshapko S.N.
STRESS STATE CALLED AS "BOUNDARY LAYER" IS BOUNDARY TORSION OF THE RECTANGULAR PLATE
Firsanov V.V.
Innovation structures of very lean roller compacted concrete dams
Lyapichev Y.P.
Accounting for the filling of the reservoir when calculating the stress-strain state of a concrete dam
Baklykov I.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.
ESTIMATED RATIONALE AND TECHNICAL SOLUTIONS FOR STRENGTHENING CONCRETE STRUCTURES OF HPP (PSPP) HAVING CRACKS OF DIFFERENT DIRECTIONS, UNDER THE INFLUENCE OF COMPLEX LOADS
Aleksandrov A.V., Rubin O.D., Lisichkin S.E., Balagurov V.B.
Experimental-theoretical studies of hydrotechnical angular-type retaining walls
Pashchenko F.A.
Stress changing analysis in structures with account of the erection level
Mkrtychev O.V., Andreev M.I., Sidorov D.S.
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH
Yakupov S.N., Nasibullin T.R.
MATHEMATICAL MODEL OF THE STRESS-STRAIN STATE OF A BEAM WITH A VARIABLE SECTION WITH AN EFFECT OF "BOUNDARY LAYER"
Firsanov V.V.
Choice of mathematic models of soils in static and seismic analyses of embankment dams
Lyapichev Y.P.
MOUNTING STRESS-STRAIN STATE OF JOINT-ROD COVERINGS OF DEPARTMENT OF BALLS AND REAGENTS
YUGOV А.М., BОNDAREV А.B.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
ON PROBLEM OF STRENGTH ANALYSIS OF THIN LINEAR HELICOIDAL SHELLS
Rynkovskaya M.I.
Damage analysis and assessment of the impact of damage on the operation of supporting structures of oil refining tube furnaces
Golikov A.V., Subbotin D.I.
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS
RAZZAKOV S.J., KHOLMIRZAEV S.A.
ESTIMATION OF THE SIZES OF SOLID GROUND, ASKED AT THE SPATIAL CALCULATIONS OF UNDERGROUND STRUCTURES, BASED ON THE CONDITIONS OF ATTENUATION OF ITS STRESS-STRAIN STATE
Tran X.L.
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES
Zaytsev S.E., Safronov V.S.
Theory of “dissolution” and “condensation” of the physical geometric characteristics of an arbitrary cross-section under the action of torsion with bending
Kolchunov V.I., Demyanov A.I., Naumov N.V.
THE PERFECTION OF A METHOD OF ANALYTICAL ACCURATE DEFINITION OF PHYSIC-AND-MECHANICAL CHARACTERISTICS OF ROCKY AND NOT ROCKY BASES OF HYDROTECHNICAL ERECTIONS ON THE BASIS OF FINITE ELEMENT MODELS WITH THE NATURE DATA TAKEN INTO ACCOUNT
Shestopalov P.V.
Influence of the concrete strength and the type of supports on the stress-strain state of a hyperbolic paraboloid shell footbridge structure
Cajamarca-Zuniga D., Luna S.
Numerical analysis of mechanical safety parameters of Congress Hall building in Chelyabinsk
Belostotsky A.M., Akimov P.A., Dmitriev D.S., Pavlov A.S., Dyadchenko Y.N., Nagibovich A.I.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
Bogachenko S.V.
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-strain state of reinforced concrete structures of the LN-1 and LN-2 retaining walls of Zagorskaya PSPP taking into account the opening of interblock joints and the formation of secondary cracks
Khanov N.V., Pashchenko F.A.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS
YAKUPOV N.M.
Experimental studies of the stress-strain state of reinforced concrete structures strengthened by prestressed basalt-composite rebar
Rubin O.D., Lisichkin S.E., Zyuzina O.V.
Geometric modeling and linear static analysis of thin shells in the form of cylindroids
Gil-oulbé M., Qbaily J.
FINITE ELEMENT SIZE INFLUENCE UPON DESIGN STRESS-STRAIN STATE OF ARCH DAM
Kozlov D.V., Volkov V.I., Golyshev A.I., Uchevatkin A.A.
NATURAL AND THEORETICAL RESEARCHES OF STRESS-STRAIN STATE OF THE LOWER BREAST WALLS OF WATER-DISTRIBUTOR OF ZHAGORSK GAES-2
Melnikova N.I.
1 - 37 of 37 Items

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