Issue |
Title |
File |
No 1 (2012) |
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING |
|
Serdyukhov V.N.
|
Vol 15, No 3 (2019) |
Calculation of foundation vertical stiffness with the piles mutual influence effect |
(Rus)
|
Kolesnikov A.O., Kostiuk T.N., Popov V.N.
|
No 2 (2010) |
calculation of limit state OF seismic irreversible metal frame buildings OF cantilever type with vertical ridge elements |
(Rus)
|
Borodin L.A.
|
No 5 (2017) |
CALCULATION OF OVERALL SUSTAINABILITY OF STRUCTURES WITH THE HIGH CENTRE OF GRAVITY |
(Rus)
|
INOZEMTSEV V.K., REDKOV V.I., ZHESTKOVA S.A., INOZEMTSEVA O.V.
|
No 2 (2010) |
CALCULATION OF PROBABILITY OF STRUCTURE DESTRUCTION BY MEANS OF THE SOFTWARE (PN-1.1) AND COMPARISON WITH Rzhanitsyn'S methodology |
(Rus)
|
Kuz'michevskiy А.Y., Getman A.F.
|
Vol 19, No 1 (2023) |
Calculation of radially inhomogeneous ring loaded with normal and tangential loads |
(Eng)
(Rus)
|
Andreev V.I.
|
No 5 (2016) |
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION |
(Rus)
|
Utkin V.S., Solovyev S.A.
|
No 1 (2017) |
CALCULATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE |
(Rus)
|
Belousov Y.V.
|
Vol 15, No 5 (2019) |
Calculation of seismic qualities of the damper and vibration transducer with the possibility of their use in aircraft |
(Rus)
|
Madzhidov I.U., Aripkhodzhaeva M.B., Rakhmatova D.M., Suleymanov A.A.
|
No 4 (2010) |
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS |
(Rus)
|
Ubaydulloyev M.N.
|
Vol 16, No 3 (2020) |
Calculation of the deflection of an arched truss with suspended elements depending on the number of panels |
(Rus)
|
Kirsanov M.N.
|
Vol 19, No 1 (2023) |
Calculation of the formation of normal cracks in a reinforced concrete element based on the deformation theory of plasticity of concrete by G.A. Geniev |
(Eng)
|
Vu N.T., Fedorova N.V.
|
Vol 14, No 5 (2018) |
Calculation of the natural oscillation frequency of the submerged basement subject to pulsed loading |
(Rus)
|
Kolesnikov A.O., Popov V.N.
|
No 4 (2015) |
CALCULATION OF THE STRESSES ON THE WORKING SURFACE OF THE TEETHES OF OBLIQUE ANGLE SPUR GEARS |
(Rus)
|
Belousov Y.V.
|
No 6 (2017) |
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT |
(Rus)
|
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
|
No 5 (2015) |
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS |
(Rus)
|
KLOCHKOV Y.V., VAKHNINA O.V., KISELEVA T.A.
|
No 1 (2011) |
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES |
(Rus)
|
Shagivaleev K.F., Burov S.N.
|
No 2 (2014) |
CALCULATIONCONTACT PRESSUREON THE WORKING SURFACE OF THE TEETH OF SPURGEARING |
(Rus)
|
Belousov Y.V.
|
No 4 (2015) |
CARACTERISATION DE LA PLUVIOMETRIE DU BASSIN VERSANT DE L'OUEME AU BENIN : ETABLISSEMENT DES COURBES INTENSITE-DUREE-FREQUENCE DES PRECIPITATIONS |
(Rus)
|
Bashiru T., Adzhiboysha M., Gbaguidi Z.A., Khuynu G., Orlova E.
|
Vol 17, No 5 (2021) |
Case study on structural health assessment for existing reinforced concrete building |
(Eng)
|
Adhikari K.P., Lamichhane G.P., Lamichhane K., Ghimire K.
|
No 5 (2014) |
CASSINI OVAL, LEMNISCATE CURVE AND LEMNISCATE SURFACES |
(Rus)
|
Ivanov V.N.
|
No 5 (2017) |
CHANGE OF MECHANICAL PROPERTIES OF THIN-LAYER MEMBRANES UNDER THE INFLUENCE OF LIQUID MEDIUM |
(Rus)
|
YAKUPOV S.N., HARISLAMOVA L.U., YAKUPOV N.M.
|
No 5 (2014) |
CHANGE OF THICKNESS OF WALLS OF CYLINDRICAL GLASSES AT AN EXTRACT WITHOUT CLIP |
(Rus)
|
Kohun L.S., Morozov Y.A., Shul'gin A.V.
|
Vol 15, No 4 (2019) |
Changes in the stressed state of the framework of the metal ribbed-ring dome during the assembly process |
(Rus)
|
Lebed E.V.
|
Vol 16, No 4 (2020) |
Choice of mathematic models of soils in static and seismic analyses of embankment dams |
(Rus)
|
Lyapichev Y.P.
|
No 1 (2015) |
CIRCULAR UNDERGROUND PIPE STABILITY ANALYSIS |
(Rus)
|
Vasil'ev A.I., Golyshev A.I.
|
No 2 (2015) |
CLIP OF THE EXHAUST STAMP FOR HIGH-QUALITY RECEIVING DIFFICULT SHEET DETAILS |
(Rus)
|
VERKHOV E.Y., MOROZOV Y.А., FROLOV A.A.
|
Vol 17, No 1 (2021) |
Common irregularities and its effects on reinforced concrete building response |
(Eng)
|
Ghimire K., Chaulagain H.
|
Vol 19, No 3 (2023) |
Compaction of the snow base of Vostok station wintering complex |
(Rus)
|
Pashchenko F.A., Kharkov N.S., Sidorenko A.A., Garbuzov V.V.
|
Vol 14, No 6 (2018) |
Comparative analysis of efficiency of use of finite elements of different dimensionality in the analysis of the stress-strain state of thin shells |
(Rus)
|
Klochkov Y.V., Nikolaev A.P., Sobolevskaya T.A., Klochkov M.Y.
|
Vol 16, No 2 (2020) |
Comparative analysis of finite element formulations at plane loading of an elastic body |
(Rus)
|
Gureeva N.A., Nikolaev A.P., Yushkin V.N.
|
No 2 (2015) |
COMPARATIVE ANALYSIS OF SCALAR AND VECTOR FORMS OF APPROXI- MATIONS IN A FEM AFTER THE V.V. NOVOZHILOV'S RELATIONS FOR ELLIPTIC CYLINDER |
(Rus)
|
KLOCHKOV Y.V., NIKOLAEV A.P., ISHCHANOV T.R.
|
No 3 (2016) |
COMPARATIVE ANALYSIS OF THE RESULTS OF CALCULATION OF A THIN SHELL IN THE FORM OF CARVED SURFACE OF MONGE WITH AN APPLICATION OF MEMBRANE (MOMENTLESS) THEORY AND FINITEELEMENT METHOD |
(Rus)
|
Filipova E.R.
|
Vol 15, No 5 (2019) |
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell |
(Rus)
|
Ivanov V.N., Alyoshina O.O.
|
Vol 18, No 4 (2022) |
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods |
(Eng)
|
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
|
No 1 (2011) |
COMPARATIVE APPRASAL OF VARIANTS OF INTERPOLATION DISPLACEMENT FIELDS ON THE EXAMPLES OF THE PROBLEM AXIALLY SYMMETRIC THE LOADED SHELL OF REVOLUTION |
(Rus)
|
Klochkov J.V., Nikolaev A.P., Marchenko S.S., Shubovich A.A.
|
Vol 15, No 6 (2019) |
Comparative calculation of optimal parameters of channel bent and bent closed profiles |
(Rus)
|
Marutyan A.S.
|
Vol 18, No 3 (2022) |
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors |
(Rus)
|
Nikitin K.E., Kirsanov O.A.
|
No 1 (2013) |
COMPARING THE RESULTS OF THE THIN-WALLED BAR TORSION PROBLEM ACCORDING TO VLASOV AND SLIVKER THEORIES |
(Rus)
|
Dyakov S.F.
|
Vol 18, No 4 (2022) |
Comparison of methods for analysis of structural systems under sudden removal of a member |
(Rus)
|
Savin S.Y., Fedorova N.V.
|
Vol 14, No 5 (2018) |
Comparison of the calculation results of structures for specified accelerograms by nonlinear static and nonlinear dynamic methods |
(Rus)
|
Bulushev S.V.
|
Vol 14, No 6 (2018) |
Complicated features and their solution in analysis of thin shell and plate structures |
(Eng)
|
Govind P.L.
|
Vol 15, No 5 (2019) |
Comprehensive view on the ductility of basalt fiber reinforced concrete focus on lightweight expanded clay |
(Eng)
|
Galishnikova V.V., Chiadighikaobi P.C., Emiri D.A.
|
Vol 14, No 4 (2018) |
Computer analysis of the behavior of large-span metal domes with different methods of installation |
(Rus)
|
Lebed E.V.
|
No 2 (2017) |
COMPUTER PROGRAM CALCULATION ACCURACYHINGE-BAR SYSTEMS |
(Rus)
|
BОNDAREV А.B.
|
Vol 19, No 2 (2023) |
Consideration of damping in a continuous medium using the rod approximation by A.R. Rzhanitsyn |
(Rus)
|
Zylev V.B., Platnov P.O.
|
Vol 14, No 2 (2018) |
Constrained Construction of Planar Delaunay Triangulations without Flipping |
(Eng)
|
Galishnikova V.V., Pahl P.J.
|
No 3 (2013) |
CONSTRUCTION OF A TRIANGULAR FINITE ELEMENT FOR THIN SHELL CALCULATION ON THE BASE OF THE LIMIT SCHEME OF FINITE ELEMENT ANALYSIS |
(Rus)
|
Serpik I.N., Udalov S.E., Serpik L.G.
|
No 4 (2012) |
CONSTRUCTION ON EXPANSIVE SOILS: CASE OF ROAD SECTION SÉHOUÈ-MASSI |
(Eng)
|
ALLOBA I., ZEVOUNOU C., YABI C.P.
|
No 3 (2010) |
CONSTRUCTIVE AND TECHNOLOGICAL FEATURES OF APPLICATION OF FACING PANELS OF VENTILATED FACADES FROM THE SYNTHETIC GRANITE |
(Rus)
|
Rogov V.A., Svintsov A.P., Sidorenko S.N.
|
No 4 (2010) |
CORROSION AND HYDROGEN CRACKING STRENGTH OF METAL GOODS |
(Rus)
|
KOZATSHENKO A.B., Ivanov S.S., Dikova E.V.
|
No 3 (2011) |
CORROSION DETERIORATION of the thin-walled elements processed by a method of ionic implantation |
(Rus)
|
Yakupov N.M., Giniyatullin R.R.
|
Vol 18, No 5 (2022) |
Couplings slip determination of the threadbar of strength class 500 N/mm2 |
(Rus)
|
Grishin G.E., Tikhonov G.I., Savrasov I.P., Okolnikova G.E.
|
No 3 (2012) |
CRACK GROWTH RESISTANCE INCREASE OF REINFORCED CONCRETE DAMAGED BY CORROSION WITH REDUCTION OF PRESTRESSING |
(Rus)
|
Baydin O.V.
|
No 1 (2008) |
CRACK IN SECTION OF THE ROADWAY COVERING |
(Rus)
|
Gasanov S.G.
|
No 6 (2014) |
CRACKING IN CIRCULAR DISK UNDER THE INFLUENCE OF VOLUME FORCES |
(Rus)
|
Kalantarly Н.к.
|
No 4 (2017) |
CRACKING IN SHEET STRUCTURAL ELEMENT UNDER NON-UNIFORM STRESS FIELD |
(Rus)
|
HASANOV S.H.
|
Vol 14, No 3 (2018) |
CREEP OF POLYTETRAFLUOROETHYLENE UNDER VARIOUS LOADING CONDITIONS |
(Eng)
|
Ogorodov L.I., Nickolaeva I.P., Yakovleva E.L., Fominykh O.V.
|
Vol 15, No 4 (2019) |
Criteria of strength of walls from large masonry blocks |
(Rus)
|
Pyatikrestovsky K.P.
|
No 1 (2011) |
CRITERION OF DURABILITY OF PLANE-STRESSED CORROSION DAMAGED CONCRETE ELEMENT AND ITS APPLICATION TO CALCULATION OF FERRO-CONCRETE CONSTRUCTIONS |
(Rus)
|
Kolchunov V.I., Androsova N.B.
|
No 5 (2015) |
CRITICAL AND POSTCRITICAL EQUILIBRIA IN STABILITY PROBLEMS OF ELASTIC SYSTEMS |
(Rus)
|
Manuylov G.A., Kositsyn S.B., Begichev M.M.
|
Vol 19, No 4 (2023) |
Critical radius of pipe bending caused by the material destruction |
(Rus)
|
Morozov Y.A., Abramov A.G.
|
Vol 15, No 1 (2019) |
Curved closed profiles and calculation of their optimal parameters |
(Rus)
|
Marutyan A.S.
|
Vol 16, No 3 (2020) |
Damage analysis and assessment of the impact of damage on the operation of supporting structures of oil refining tube furnaces |
(Rus)
|
Golikov A.V., Subbotin D.I.
|
No 2 (2010) |
DAMAGE DIAGNOSIS OF A HINGE SUPPORT BEAM |
(Rus)
|
Ilgamov M.A., Khakimov A.G.
|
Vol 20, No 2 (2024) |
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading |
(Rus)
|
Cheremnykh S.V.
|
Vol 18, No 4 (2022) |
Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences |
(Rus)
|
Kolchunov V.I., Bushova O.B.
|
No 1 (2008) |
DEFORMATIONS OF THE MAIN PIPELINE CAUSED BY THE DISPLACEMENTS OF THE GROUND IN A HORIZONTAL PLANE |
(Rus)
|
Yakupov R.G., Zaripov D.M.
|
No 4 (2011) |
DESIGN OF SPORTS-AND-RELAXATION BUILDING |
(Rus)
|
Krivoshapko S.N., Emelianova E.M., Mamiyeva I.A.
|
Vol 20, No 4 (2024) |
Design of Thin-Walled Single-Curvature Parts for Use in Lightweight Structures |
(Rus)
|
Morozov Y.A., Belelyubskiy B.F.
|
No 1 (2011) |
DESIGN OF UMBRELLA SURFACES FROM THE PARTS OF TRANSLATIONAL SURFACES FORMED BY THE CIRCLE OF CONSTANT RADIUS |
(Rus)
|
Ivanov V.N., Krivoshapko S.N.
|
No 4 (2011) |
DESTRUCTION OF ROCKS WITH FORMATIONOF FLAT CRACK |
(Rus)
|
Sinev S.V.
|
No 4 (2012) |
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS |
(Rus)
|
Zveryaev Y.М., Makarov G.I.
|
No 4 (2009) |
DETERMINATION DE LA VITESSE D'ECOULEMENT D'UN MILIEU GRANULAIRE PAR LA METHODE DE GALERKINE |
(Fra)
|
GBAGUIDI V.S., ALODEHOU E., ADANHOUNME V., GBAGUIDI G.A.
|
No 3 (2015) |
DETERMINATION OF ALLOWABLE DISTANCE BETWEEN THE VERY HEAVY TRUCKS PASSED THROUGH THE RUSSIAN PMP FLOATING BRIDGE |
(Rus)
|
SALAMAKHIN P.M., NGUEN M.T.
|
Vol 15, No 3 (2019) |
Determination of destructive forces in a rod-cable arch |
(Rus)
|
Dmitriev I.K.
|
No 2 (2011) |
DETERMINATION OF DYNAMIC PRESSURES AND ESTABLISHMENT OF WIND-REGION MAPS IN BENIN |
(Eng)
|
GBAGUIDI V.S., GBAGUIDI G.A., ADJOVI E., AMEY .K., ZANKPE M., ALODEHOU E.
|
No 3 (2012) |
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS |
(Rus)
|
Korobko V.I., Aktuganov A.A.
|
No 3 (2012) |
DETERMINATION OF MECHANICAL PROPERTIES OFCOMPOSITE MATERIAL "COPPER-NICKEL" BASED ON METAL POWDERS |
(Rus)
|
Kohan L.S., Shulgin A.V., Novozhilov I.S.
|
Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century |
Determination of natural vibration frequencies of reinforced cylindrical shell |
(Rus)
|
Rustamova M.A.
|
Vol 15, No 2 (2019) |
Determination of parameters of plastic deformation of elliptic membranes |
(Rus)
|
Galimov N.K., Yakupov S.N.
|
No 1 (2016) |
DETERMINATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE |
(Rus)
|
Belousov Y.V.
|
No 2 (2012) |
DETERMINATION OF STRESSES IN THE INTERSECTION OF PLANES UNDER PLANE LOADING ON THE BASIS OF THE FEM |
(Rus)
|
Kiselyov A.P., Gureyeva N.A., Kiselyova R.Z., Leont'eva V.V.
|
No 2 (2014) |
DETERMINATION OF THE APPARENT RESISTIVITY OF HETEROGENEOUS GROUND WITH MULTI-LAYER HOUNDEDAKO |
(Rus)
|
HOUNDEDAKO S., AREDJODOUN J., VIANOU A.
|
Vol 14, No 3 (2018) |
DETERMINATION OF THE STRIPPING STRENGTH OF MONOLITHIC SLABS AND BEAMS |
(Rus)
|
Kuznetsov V.S., Shaposhnikova Y.A.
|
Vol 18, No 1 (2022) |
Determination of the survivability parameters of a reinforced concrete spatial frame operating under conditions of a complex stress state |
(Rus)
|
Osovskikh O.E., Osovskikh E.V., Travush V.I.
|
Vol 15, No 2 (2019) |
Determining the width of the workpiece under bending conditions with stretching of the stamped part |
(Rus)
|
Morozov Y.A., Verkhov E.Y.
|
Vol 15, No 5 (2019) |
Development of a method for calculating the stress state in horizontal sections of hydraulic engineering angular-type retaining walls |
(Rus)
|
Rubin O.D., Lisichkin S.E., Pashenko F.A.
|
No 2 (2011) |
DEVELOPMENT OF METHODS OF ESTIMATION OF DURABILITY OF SLOPING SECTIONS OF ON THE ROAD REINFORCED CONCRETE CONSTRUCTIONS |
(Rus)
|
Bondarenko V.M., Migal R.E.
|
No 4 (2016) |
DEVELOPMENT of TECHNOLOGY SOFTENING INDUCTION ANNEALINGOF WORKPIECES FROM STEEL X15 |
(Rus)
|
Sokolova T.V., Sokolov A.M.
|
Vol 15, No 2 (2019) |
Development of the design module of the software and hardware complex to ensure the safety of mutually influencing HPS |
(Rus)
|
Rubin O.D., Antonov A.S., Bellendir E.N., Kobochkina E.M., Kotlov O.N.
|
No 3 (2016) |
DEVELOPMENT OF THE METHOD OF CALCULATION OF THE STRENGTH OF REINFORCED CONCRETE STRUCTURES OF THE HYDRAULIC ERECTIONS STRENGTHENED BY MEANS OF EXTERNAL REINFORCING ON THE BASIS OF COMPOSITE MATERIALS UNDER ACTION OF SHEAR FORCES |
(Rus)
|
Rubin O.D., Lisichkin S.E., Aleksandrov A.V., Simakov O.A.
|
Vol 17, No 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century |
Diagnostics of thin-walled structures of complex geometry and structure |
(Rus)
|
Yakupov N.M., Yakupov S.N.
|
Vol 16, No 6 (2020) |
Differential equations of equilibrium of continuous medium for plane one-dimensional deformation at closing equations approximation by biquadratic functions |
(Rus)
|
Bakushev S.V.
|
No 3 (2014) |
DIRECT ELASTIC-PLASTIC LIMIT LOAD AND SHAKEDOWN ANALYSIS OF STEEL SPACE TRUSSES WITH LARGE DISPLACEMENTS |
(Rus)
|
Heidari A., Galishnikova V.V.
|
No 1 (2013) |
DISCREET METHOD FOR DERIVATION OF FORMULAS FOR FREE CYCLIC FREQUENCIES OF OSCILLATING BARS WITH DISTRIBUTED MASSES |
(Rus)
|
Borzyg E.P.
|
No 1 (2012) |
DISPLACEMENTS AND STRAINS OF COUNTOURS OF THE UNDERGROUND STRUCTURES IN CRACKED ROCK MASSIF |
(Rus)
|
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
|
No 5 (2017) |
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 |
(Rus)
|
PLEKHANOV F.I.
|
No 4 (2011) |
Doktor tekhnicheskikh nauk, professor Aleksey Rufovich RZhANITsYN |
(Rus)
|
- -.
|
Vol 17, No 1 (2021) |
Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab |
(Eng)
|
Galishnikova V.V., Heidari A., Chiadighikaobi P.C., Muritala A.A., Emiri D.A.
|
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