| Issue |
Title |
File |
| No 4 (2013) |
THE APPLICATION OF COMBINATORIAL-VARIATIONAL APPROACH TO COMPUTER GEOMETRICAL MODELING OF ENGINEERING CONSTRUCTIONS AND BUILDINGS |
(Rus)
|
|
Vanin V.V., Shambina S.L., Virchenko V.G.
|
| No 4 (2010) |
THE BENDING OF PHYSICALLY NONLINEAR PLATES WITH DIFFERENTLY RESISTING IN TENSION AND COMPRESSION MATERIALS |
(Rus)
|
|
Ivanov S.P., Ivanova Е.S.
|
| No 5 (2015) |
THE BLANKING OPERATION FOR MAKING STANDARD IMPACT TEST SAMPLES OF COLD-DEFORMED (HARD-WROUGHT) STRUCTURAL STEELS |
(Rus)
|
|
Sokolova T.V., Sokolov A.M.
|
| No 1 (2011) |
THE CALCULATION OF INELASTIC COMPOSITE CIRCULAR ARCHES |
(Rus)
|
|
Rochev A.A.
|
| No 1 (2010) |
THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS |
(Rus)
|
|
Krishan A.L., Zaikin A.I., Melnichuk A.S.
|
| No 1 (2012) |
THE COMPARISON OF BEHAVIOR OF AN ARCH OF ROLLED METAL THIN-SHEET PROFILES LOADED BY WIND LOAD ACCORDING TO THE STANDARDS AND LOADED BY LOAD DERIVED WITH THE HELP OFCOMPUTER MODELING |
(Rus)
|
|
Veselеv Y.A., Karabutov M.S.
|
| No 4 (2011) |
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS |
(Rus)
|
|
Starov A.V.
|
| Vol 15, No 5 (2019) |
The concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality |
(Rus)
|
|
Salamakhin P.M., Chasovnikov A.D.
|
| No 3 (2013) |
THE CRACK NUCLEATION IN THE ISOTROPIC PLATE, WEAKENED BY A PERIODICAL SYSTEM OF CIRCULAR HOLES UNDER TRANSVERSE BENDING |
(Rus)
|
|
Iskenderov R.A.
|
| No 2 (2015) |
THE CREEP OF CONCRETE AND ITS INSTANTANEOUS NONLINEARITY OF DEFORMATION IN THE STRUCTURAL CALCULATIONS |
(Rus)
|
|
Sanzarovsky R.S., Manchenko M L.N.
|
| No 2 (2012) |
THE DECISION OF PHYSICALLY NONLINEAR FLAT PROBLEM OF THE THEORY OF ELASTICITY AND ITS APPLICATION TO CALCULATION OF THE BEAMS CONTACTING WITH BED |
(Rus)
|
|
Ivanov S.P., AKhMETShIN M.N., Akhmetshin M.N.
|
| No 1 (2011) |
THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD |
(Rus)
|
|
Lukashevich A.A.
|
| Vol 15, No 4 (2019) |
The definition of the critical buckling load beam model and two-dimensional model of the round cylindrical shell that interact with the soil |
(Rus)
|
|
Kosytsyn S.B., Akulich V.Y.
|
| No 4 (2011) |
THE DEFINITION OF THE MAXIMAL DEFLECTION OF RHOMBIC PLATES WITH COMBINED BOUNDARY CONDITIONS WITH USE OF THE RELATION OF CONFORMAL RADIUSES |
(Rus)
|
|
Коrоbkо A.V., Сhernyaev А.А.
|
| No 4 (2013) |
THE DEFINITION TECHNIQUE OF AGGREGATE COMPOSITION FROM METAL DUSTS WITH THE SET PHYSICAL PROPERTIES AND DENSITY |
(Rus)
|
|
Kohan L.S., Shulgin A.V., Zhigunova O.Y.
|
| No 1 (2013) |
THE DETERMINATION OF POSSIBILITY OF LOSS OF STRENGTH OF ARCH MADE OF U-SHAPE PROFILES WITH REDUCED GEOMETRICAL CHARACTERISTICS |
(Rus)
|
|
Veselev Y.A., Karabutov M.S.
|
| No 4 (2010) |
THE DETERMINATION OF SPATIAL WORK OF FRAME OF BUILDINGS WITH COVERINGS IN THE FORM OF METAL COMPLEX SHELLS |
(Rus)
|
|
Davydov E.Y.
|
| No 4 (2011) |
THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS |
(Rus)
|
|
Zylev V.B., Grigoriyev N.A.
|
| Vol 14, No 6 (2018) |
The development of chart based method for steel beam designs using the Russian sections |
(Eng)
|
|
Gebre T.H.
|
| No 2 (2010) |
THE DYNAMIC OF ELASTIC-ACOUSTIC SYSTEMS |
(Rus)
|
|
Shlychkov S.V.
|
| No 4 (2014) |
THE DYNAMIC STABILITY OF PHYSICALLY NONLINEAR PLATE SYSTEMS |
(Rus)
|
|
Ivanov S.P., Ivanova A.S.
|
| Vol 14, No 2 (2018) |
The dynamic stability of physically nonlinear plate systems under biaxial compression |
(Rus)
|
|
Ivanov S.P., Ivanov O.G., Ivanova A.S.
|
| Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century |
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures |
(Rus)
|
|
Pyatikrestovsky K.P., Sokolov B.S.
|
| Vol 17, No 3 (2021) |
The effect of story drift in a multi-story building under the influence of an earthquake |
(Eng)
|
|
Sharapov D.A., Gebre T.H., Ali Y.M.
|
| No 3 (2016) |
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 |
(Rus)
|
|
Volkov V.I., Golyshev A.I., Uchevatkin A.A., Dmitriev D.S.
|
| Vol 16, No 1 (2020) |
The effectiveness of the implementation of pile foundations on the example of the reactor building of a nuclear power plant with VVER-1000 |
(Rus)
|
|
Sargsyan A.E., Gukova E.G.
|
| No 2 (2014) |
THE ELEMENTS OF DISSIPATIVE THEORY OF FORCE RESISTANCE OF CONCRETE |
(Rus)
|
|
Bondarenko V.M.
|
| No 1 (2016) |
THE EVOLUTION OF RESIDIAL RESOURCE OF THE MAIN BUILDING R-1 OF "VOLTAYR-PROM" AS A COMPLEX STRUCTURE |
(Rus)
|
|
Suhina K.N., Pshenichkinа V.A.
|
| No 3 (2016) |
THE EXPERIENCE OF STRENGTHENING OF PEDESTRIAN SUBWAYS IN THE SATURATED SOILS OF THE KAZAN CITY |
(Rus)
|
|
MUSTAKIMOV V.R., SHAFIGULLIN R.I., YAKUPOV S.N., MUSTAKIMOV A.V., DAMINOV R.I.
|
| No 2 (2015) |
THE EXPOSITION OF EFFECTIVE PRE-STRESSING OF REINFORCED CONCRETE STRUCTURES |
(Rus)
|
|
Bondarenko V.M.
|
| No 2 (2016) |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
(Rus)
|
|
Rubin O.D., Shestopalov P.V.
|
| No 1 (2014) |
THE FINITE DIFFERENCE METHOD IN PAVEMENTS RESEARCH WITH REAL TRANSPORT LOADING |
(Rus)
|
|
Kolmogorov G.L., Kychkin V.I., Esipenko I.A.
|
| No 2 (2010) |
THE FINITE ELEMENT ANALYSIS OF PLATES WITH THE ACCOUNT OF SHEAR DEFORMATIONS |
(Rus)
|
|
Agapov V.P., Tseva A.V.
|
| No 5 (2017) |
THE FINITE ELEMENT STRESS STATE ANALYSIS OF UNDERGROUND HYDRAULIC ERECTIONS TAKING INTO ACCOUNT THE ANISOTROPY OF THE MEDIUM |
(Rus)
|
|
BAUTDINOV D.T., DJAMALUDINOV M.M.
|
| No 3 (2011) |
THE FINITE ELEMENTS OF A QUADRILATED SHAPE FOR ANALYSIS OF SHELLS TAKING INTO CONSIDERATION A DISPLACEMENT OF A BODY WITH RIGID BODY MODES |
(Rus)
|
|
KLOCHKOV Y.V., NIKOLAEV A.P., KISELYEV A.P.
|
| No 3 (2016) |
THE FORMATION OF CYCLIC SURFACES WITH VARIABLE RADIUS OF GENERATRIX CIRCLES IN AUTOCAD |
(Rus)
|
|
ROMANOVA V.A.
|
| No 3 (2017) |
THE FORMING OF THE SURFACES ON THE CURVED COUNTER PLANES |
(Rus)
|
|
Ivanov V.N.
|
| Vol 19, No 4 (2023) |
The formula for the first natural frequency and the frequency spectrum of a spatial regular truss |
(Eng)
|
|
Kirsanov M.N.
|
| No 2 (2010) |
The generalized constructive form of three-span steel suspension bridges and the flow chart of the program of their design optimization. |
(Rus)
|
|
Salamahin P.M., Tran Thai Minh -.
|
| No 2 (2010) |
THE GENERALIZED CONSTRUCTIVE FORM OF TWO-PYLON CABLE-STAYED COMPOSITE BRIDGES AND THE FLOW-CHART OF PROGRAM OF THEIR DESIGN OPTIMIZATION |
(Rus)
|
|
Salamahin P.M., Le Van Manh -.
|
| No 4 (2013) |
THE GROWTH OF COHESIVE CRACK IN A STRINGER PLATE |
(Rus)
|
|
Mir-Salimzade M.V.
|
| Vol 17, No 4 (2021) |
The impact of heavy object on an underground structure when falling onto the ground surface |
(Rus)
|
|
Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.
|
| Vol 18, No 5 (2022) |
The influence of bracing on the stress state of the ribbed-ring dome framework |
(Rus)
|
|
Lebed E.V.
|
| Vol 17, No 5 (2021) |
The influence of mounted assembly process on the stress-strain state of the lattice dome frame |
(Rus)
|
|
Lebed E.V.
|
| No 6 (2014) |
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 |
(Rus)
|
|
Salamahin P.M., Reshetnikov I.V.
|
| No 4 (2011) |
THE INVERSE PROBLEM FOR LONGITUDINAL-AND-TRANSVERSAL BENDING OF BAR |
(Rus)
|
|
Akhtyamov A.M., Zakharova M.A.
|
| No 1 (2011) |
THE INVESTIGATION OF STABILITY OF ELASTIC PLATES AND SHELLS WITH THE HELP OF FE MODELING |
(Rus)
|
|
Manuylov G.A., Kositsyn S.B., Begichev M.M.
|
| No 4 (2017) |
THE INVESTIGATION OF THE BENDING FORM OF BUCKLING FOR STRUCTURALLY-ANISOTROPIC PANELS MADE OF COMPOSITE MATERIALS IN OPERATING MATLAB SYSTEM |
(Rus)
|
|
FIRSANOV V.V., GAVVA L.M.
|
| No 2 (2013) |
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY |
(Rus)
|
|
Firsanov V.V.
|
| No 1 (2010) |
THE MANAGEMENT BY DESIGN PARAMETERSIN THE OPTIMAL DESIGHN PROBLEMS |
|
|
Klyuyev S.V., Klyuyev A.V.
|
| Vol 16, No 2 (2020) |
The mechanism of nanostructuring the surface of engineering parts during shot blasting |
(Rus)
|
|
Kolmogorov G.L., Vysotin A.S.
|
| No 3 (2012) |
THE MECHANISM OF REGULATION OF PRICES FOR THE PRODUCTS OFBUILDING COMPLEX IN THE MIDDLE EAST |
(Rus)
|
|
Lork A.
|
| No 1 (2016) |
THE METHOD OF ANALYSIS OF WIDTH OF THE CRACK OPENINGS IN FERRO-CONCRETE STRUCTURES UNDER BENDING |
(Rus)
|
|
KUZMIN P.K.
|
| Vol 17, No 2 (2021) |
The method of compensating loads for solving of problems of cyclic symmetrical flexure of anisotropic plates, resting on an elastic subgrade |
(Rus)
|
|
Koreneva E.B.
|
| Vol 14, No 4 (2018) |
The modern state of the problem of analyzing the natural frequencies and modes of vibration of a composite structure |
(Rus)
|
|
Nurimbetov A.U., Dudchenko A.A.
|
| No 5 (2016) |
THE NATURAL FREQUENCY OF THE COMPOSITE LAMINATED ROD |
(Rus)
|
|
Karimbayev T.D., Nurimbetov A.U.
|
| Vol 16, No 4 (2020) |
The opportunities of umbrella-type shells |
(Eng)
|
|
Krivoshapko S.N.
|
| No 3 (2011) |
THE OPTIMAL DESIGN OF PIVOTAL SYSTEMS TOPOLOGY |
(Rus)
|
|
Klyuev A.V., Klyuev S.V., Lesovik R.V.
|
| Vol 14, No 2 (2018) |
The pairing of a swirling spillway to the lower pool through the thrown jets |
(Rus)
|
|
Ponomarev N.K., Schesnyak L.E.
|
| Vol 17, No 2 (2021) |
The pendulum type surfaces with congruential cross sections |
(Eng)
|
|
Krivoshapko S.N., Shambina S.L.
|
| No 4 (2013) |
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 |
(Rus)
|
|
Shestopalov P.V.
|
| No 1 (2012) |
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES |
|
|
Bogachenko S.V.
|
| No 3 (2012) |
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS |
(Rus)
|
|
ShAGIVALEEV K.F., BUROV S.N.
|
| No 2 (2016) |
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB |
(Rus)
|
|
Markovich A.S.
|
| No 1 (2008) |
THE PREPARATION OF THE DECISION FOR RATIONAL PLAN OF THE CONVERSION AND USING OF DISMANTLING ELEMENTS (STRUCTURES, PIPELINES) |
(Rus)
|
|
Petrov F.I.
|
| Vol 17, No 2 (2021) |
The probability of the existence of defects that lead to the destruction of the pressure vessel without leak |
(Rus)
|
|
Kuzmin D.A., Vertashenok M.V.
|
| Vol 14, No 1 (2018) |
THE PROBLEM ON THE DYNAMICS OF A HOLLOW PRISM OF A RECTANGULAR CROSS SECTION |
(Rus)
|
|
RASOULOV M.B., AGAYAROV M.G.
|
| No 4 (2013) |
THE PROBLEMS OF CHOICE OF CALCULATION SCHEMES IN DESIGN OF DIPLOMATIC COMPLEXES |
(Rus)
|
|
Razin A.D.
|
| No 5 (2015) |
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING |
(Rus)
|
|
Bondarenko V.M.
|
| No 2 (2015) |
THE PROBLEMS OF RESEARCHING INNOVATIONS DECISIONS IN CALCULA- TION OF CONSTRACTIONS IN DIPLOMATIC COMPLEXES |
(Rus)
|
|
Razin A.D.
|
| No 3 (2013) |
THE PROBLEMS OF THE CREEP THEORY |
(Rus)
|
|
Sanzarovsky R.S.
|
| No 2 (2017) |
THE RELIABILITY AND AVAILABILITY OF HEATING OF THE BUILDING OF CAMPUS OF RUDN UNIVERSITY |
(Rus)
|
|
Svintsov A.P., Scripnic T.V., Gusamov M.T., Krivoshapkina T.K.
|
| No 3 (2012) |
THE RESEARCH OF STRAINED SILO STATE USING CAD |
(Rus)
|
|
Markovich A.S., Pankratova G.E.
|
| Vol 15, No 5 (2019) |
The research of the stress-strain state with local thinning in pipelines and determination of allowable values of concentration stress and strain |
(Rus)
|
|
Kuzmin D.A., Andreenkova A.V.
|
| Vol 15, No 3 (2019) |
The results of computer analysis of the wind load acting on the set of rolled profiles |
(Rus)
|
|
Veselev Y.A., Karabutov M.S.
|
| No 3 (2016) |
THE RESULTS OF DIFFERENT METHODS OF CALCULATION OF A NON-SHALLOW HYPERBOLIC PARABOLOID |
(Rus)
|
|
Aleshina O.O.
|
| No 6 (2016) |
THE RESULTS OF EXPERIMENTAL STUDIES OF CONCRETE STRUCTURES OF HYDRAULIC ERECTIONS REINFORCED WITH CARBON TAPE UNDER THE ACTION OF BENDING MOMENTS |
(Rus)
|
|
Rubin O.D., Lisichkin S.E., Frolov K.E.
|
| No 4 (2011) |
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT |
(Rus)
|
|
Novikov S.P.
|
| No 3 (2013) |
THE SEISMIC ISOLATION OF A BUILDING WITH DYNAMIC DAMPING OF VIBRATIONS |
(Rus)
|
|
Penkovskiy G.F., Sevastiyanov V.V.
|
| No 1 (2010) |
The semispatial theory of torsion of a composite layered core of any section |
|
|
Nurimbetov A.U.
|
| No 3 (2012) |
THE SETTLEMENT OF THE DAY SURFACE HETEROGENEOUS IN DEPTH HALF-SPACE AS THE RESULT OF UNSPECIFIED DISTRIBUTED LOAD |
(Rus)
|
|
Hajiyev M.о., Draz V.M.
|
| Vol 16, No 6 (2020) |
The software part, the fundamental and organizational structure of the software and hardware complex to ensure the safety of hydraulic and hydropower structures under the construction |
(Rus)
|
|
Antonov A.S.
|
| Vol 16, No 3 (2020) |
The stability of geometrically nonlinear plate systems under the action of dynamic loads |
(Rus)
|
|
Ivanov S.P., Ivanova A.S., Ivanov O.G.
|
| No 2 (2013) |
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS |
(Rus)
|
|
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
|
| No 6 (2017) |
THE STABILITY OF PLATES UNDER THE ACTION OF SHEARING LOADS |
(Rus)
|
|
IVANOV S.P., IVANOV O.G., IVANOVA A.S.
|
| No 4 (2015) |
THE STATIC STABILITY OF PLATES AND PLATE SYSTEMS WITH NONSHIFTING RIBS UNDER TWO-WAY COMPRESSION |
(Rus)
|
|
Ivanov S.P., Ivanova A.S.
|
| No 4 (2017) |
THE STRENGTH OF ROCK STRUCTURES IN UNDERGROUND MINING |
(Rus)
|
|
GOLIK V.I., RAZORENOV Y.I., LYASHENKO V.I.
|
| No 1 (2015) |
THE STRESS-STRAIN STATE OF LAYERED COMPOSITE RODS AND BLADES UNDER TORSION |
(Rus)
|
|
Nurimbetov A.U.
|
| Vol 15, No 5 (2019) |
The study of marginal deformations of the leaf extracts with regard to plastic thinning and destruction of the material |
(Rus)
|
|
Morozov Y.A.
|
| No 2 (2013) |
THE STUDY THE ELASTO-PLASTIC BAR STABILITY IN CASE OF ECCENTRICITY APPLICATION OF THE FAST INCREASING LOAD |
(Rus)
|
|
Manchenko M.M.
|
| No 2 (2015) |
THE SUSTAINABILITY OF ANISOTROPIC PLATES |
(Rus)
|
|
Kolmogorov G.L., Zibrova E.O.
|
| Vol 17, No 5 (2021) |
The theory of calculation of reinforced concrete structures and the principles of the Eurocode |
(Eng)
(Rus)
|
|
Sanzharovskiy R.S., Sieber F., Ter-Emmanuilyan T.N.
|
| Vol 16, No 3 (2020) |
The trends and practical look of advanced steel frame structures |
(Eng)
|
|
Vatin N.I., Gebre T.H., Gebreslassie S.B.
|
| No 2 (2017) |
THE USE OF COMPUTER DYNAMIC SHAPING FOR MODELING OF ENGINEERING STRUCTURES AND BUILDINGS |
(Rus)
|
|
SHAMBINA S.L., VIRCHENKO S.G.
|
| Vol 15, No 5 (2019) |
The use of fixed points in experimental research of the internal friction of material |
(Rus)
|
|
Zylev V.B., Platnov P.O.
|
| No 3 (2011) |
THE VIBRATIONS AND STABILITY OF BARS WITH PHYSICALLY NONLINEAR MATERIALS |
(Rus)
|
|
Ivanov S.P., Ivanov О.G., Ivanova A.S.
|
| No 6 (2014) |
THEANALYSISOFDIFFERENCESBETWEENHISTORICALDESIGN DOCUMENTSANDTHEREAL STRUCTUREOFTHESHABOLOVKARADIOTOWERBASEDON USING 3DMODEL |
(Rus)
|
|
Leonov A.V.
|
| Vol 18, No 2 (2022) |
Theoretical and experimental modeling of deformation of a cylindrical shell made of 45 steel under complex loading |
(Rus)
|
|
Cheremnykh S.V.
|
| No 3 (2017) |
THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS |
(Eng)
|
|
GIL-OULBE M., SHAMBINA S.L., DAU T.
|
| Vol 19, No 1 (2023) |
Theoretical basis for the development of a program for the evaluation of road bridge heavy vehicles capacity |
(Rus)
|
|
Lugovtsev E.A., Utaliev K.N., Chutkov K.A.
|
| 801 - 900 of 958 Items |
<< < 4 5 6 7 8 9 10 > >> |
