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Buckling of Steel Conical Panels Reinforced with Stiffeners
Semenov A., Kondratieva L., Glukhikh V.
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O., Ivanov V., Cajamarca-Zuniga D.
Formulas for Fundamental Natural Frequency of Plane Periodic Truss
Kirsanov M.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O., Bulushev S.
ACCURACY EVALUATIONOF THE NONLINEAR STATIC ANALYSIS METHOD OF THE STRUCTURES SEISMIC RESISTANCE
DZHINCHVELASHVILI G., BULUSHEV S.
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O., Ivanov V., Cajamarca-Zuniga D.
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS
Zveryaev Y., Makarov G.
METHODS FOR ASSESSING STRENGTH OF BIOLOGICAL MEMBRANES
Harislamova L., Yakupov S.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V., Alyoshina O.
Using Different FEM Formulations in Calculations of Thin-Walled Structures
Klochkov M.
The formula for the first natural frequency and the frequency spectrum of a spatial regular truss
Kirsanov M.
ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS
Semenov A.
Simulation of an incomplete algebraic problem of eigenvalues and vectors by the method of frequency-dynamic condensation based on FEM in the form of the classical mixed method
Ignatyev A., Chumakov A., Gilka V.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A., Abu Makhadi M., Miloserdova D., Akifeva K., Asad M.
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES
Zaytsev S., Safronov V.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S., Glushkov A.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S., Ivanov O., Ivanova A.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N., Yakupov S.
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY
Firsanov V.
APPLICATION OF RUNGE-KUTT METHOD AND RUNNING TRI-DIAGONAL MATRIX FOR OPEN HELICOIDAL SHELL CALCULATION
Rynkovskaya M.
ANALYSIS OF STRUCTURES IN THE FORM OF A SHALLOW RETICULATED HYPERBOLIC PARABOLOID WITH ACCOUNT OF GEOMETRICAL NONLINEARITY
TRUSHIN S., SYSOEVA E., PETRENKO F.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S., Safronov V.
ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS
Musayev V.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K., Surnina E., Vasil'tzov C.
EVALUATION OF THE ACCURACY OF NUMERICAL SIMULATION RESULTS WHEN SOLVING THE PROBLEM OF PROPAGATION OF PULSE EXPOSURE IN THE FORM OF A TRIANGLE IN AN ELASTIC HALF-PLANE
Musayev V., Dikova E., Akat'ev S., Starodubtsev V., Samoylov S.
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
Filipova E.
NONLINEAR SIMULATION OF AIR-SUPPORTED STRUCTURES
Mokin N.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K., SURNINA E., VASILTSOV S., PSHENOV A.
Simplified selection of optimal shell of revolution
Krivoshapko S., Ivanov V.
Extraction of consistent shell theory equations from 3D theory of elasticity
Zveryaev E.
Three-Dimensional Analysis of T-connections of Cylindrical Shells Considering Stages of Construction
Kosytsyn S., Akulich V., Osetinskii L.
Development of Analytical Method for Cable-stayed Bridges Considering Local Damages Caused by Failure of Supporting Cables
Ahmed A., Qais Q., Yermoshin N.
Numerical modeling of nonlinear deformation processes for shells of medium thickness
Sagdatullin M.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A., Lovtsov A.
Experimental and numerical investigation of thin-walled I-section beam under bending and torsion
Gebre T., Galishnikova V., Lebed E.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O., Novozhilov Y., Savenkov A.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V., Markovich A.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.
THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS
Zylev V., Grigoriyev N.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V., Vasiliev A.
STRESS-STRAIN STATE OF ANISOTROPIC PLATE WEAKENED WITH HOLE
Nizomov J., Hojiboev A., Hojiboev O.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V., Vasiljev A.
OVERALL STABILITY BIFURCATION TALL OBJECTS BASED ON THE MODEL BASE AS A PLANE BOUNDED HALF
Inozemtzev V., Inozemtzeva O., Nachshintsev E.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V., SHAMBINA S., VIRCHENKO G.
ACCURACY OF THE NUMERICAL METHOD RESULTS IN THE DISPLACEMENT IN THE ELASTIC REFLECTION OF STRESS WAVES IN THE FORM OF A TRIANGULAR PULSE FROM THE FREE SURFACE OF THE PLATE
Musayev V., Dikova E., Kormilitsin A., Samoylov S., Starodubtsev V.
FEATURES OF THE USE OF FINITE ELEMENTS WITH POSSIBLE REFLECTION OF SURFACE GRAVITY WAVES IN THE PROCESS OF DYNAMIC CALCULATING COUPLED SYSTEMS «HYDRAULIC STRUCTURES-FLUID»
DMITRIEV D.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А., MOROZOV Y., VERKHOV E.
The use of fixed points in experimental research of the internal friction of material
Zylev V., Platnov P.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A., Martirosov M., Khomchenko A.
Influence of Damage Level on Dynamic Characteristics of Reinforced Concrete Structures when Assessing their Seismic Resistance
Tamrazyan A., Kudryavtsev M.
Algorithm for Calculating Statically Indeterminate Trusses Using the Force Method
Lalin V., Ibragimov T.
Physical features of the problems of liquid corrosion of reinforced concrete from the standpoint of the theory of heat and mass transfer
Fedosov S., Krasilnikov I., Rumyantseva V., Krasilnikova I.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E., Sutyrin V.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L., Yazyev B., Chepurnenko A., Sabitov L.
Evaluation of seismic forces under modified structural schemes in the process of vibrations
Chernov Y., Qbaily J.
Stress-strain state of shell of revolution analysis by using various formulations of three-dimensional finite elements
Gureeva N., Klochkov Y., Nikolaev A., Yushkin V.
on the calculation of composite beams on two-parameter elastic foundations
Filatov V.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.
THE FINITE DIFFERENCE METHOD IN PAVEMENTS RESEARCH WITH REAL TRANSPORT LOADING
Kolmogorov G., Kychkin V., Esipenko I.
NONLINEAR DEFORMATION OF CIRCULAR PLATES, PIVOTALLY SUPPORTED ON THE SUPPORT RING AND LOADED BY A DISTRIBUTED FORCE ALONG THE EDGE
GALIMOV N.
A METHOD OF DETERMINATION OF STRESS-STRAIN STATE OF 3D STRUCTURES OF COMPLEX FORM
Khayrullin F., Sahbiev O.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.
THE INVESTIGATION OF THE BENDING FORM OF BUCKLING FOR STRUCTURALLY-ANISOTROPIC PANELS MADE OF COMPOSITE MATERIALS IN OPERATING MATLAB SYSTEM
FIRSANOV V., GAVVA L.
Numerical simulation of the front of an air shock wave in a ground and air explosion in the software package LS-DYNA
Mkrtychev O., Savenkov A.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N., Yakupov S.
Method for Calculating Assembly Stresses in Frame Structures Strengthened in Deformed State
Serazutdinov M., Ubaydulloev M.
Generation a solution to the equations of elasticity theory for a layered strip basing on the principle of compressed mappings
Zveryaev E., Rynkovskaya M., Hoa V.
Fluctuations of pipelines of gas-containing liquids under changing bearing conditions
Leontiev Y., Travush V.
Numerical analysis of the behavior of a three-layer honeycomb panel with interlayer defects under action of dynamic load
Medvedskiy A., Martirosov M., Khomchenko A., Dedova D.
Analytical assessment of the frequency of natural vibrations of a truss with an arbitrary number of panels
Kirsanov M.
NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
Kurachka K.
ANALYTICAL CALCULATION OF THE SPATIAL ROD SYSTEM
Kirsanov M.
TECHNICAL WELL DRILLING FOR SECURING OF WET SOILS BY THE METHOD OF JET CEMENTATION
Shelkovnikov I., Shtepa I.
THE APPLICATION OF A METHOD OF BOUNDARY INTEGRAL EQUATIONS OF A THEORY OF ELASTICITY FOR MODELING OF AEROELASTICITY OF BRIDGE STRUCTURES
Dorogan A.
ANALYSIS OF THE THIN ELASTIC SHELLS IN THE FORM OF LONG OBLIQUE HELICOID
Tupikova E.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.
ROD VIBRATIONS CONSIDERING NON-LOCAL DAMPING
Shepitko E.
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS
RAZZAKOV S., KHOLMIRZAEV S.
Numerical investigation of natural frequencies and mode shapes of air-supported structures
Mokin N., Kustov A., Gandzhuntsev M.
Optimization study of shape of translational shell of square plan
Tupikova E.
Behavior of Reinforced Concrete Buildings with Sliding Belt Seismic Isolation and Elastic Limiter of Horizontal Displacements
Mkrtychev O., Mingazova S.
Study of Stress-Strain State of Long Cracked Multi-Modulus Strip in Bending in Relation to Crack Formation in Tensile Zone of Concrete
Zveryaev E.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V., Markovich A.
Bulking of physically nonlinear plates under the action of dynamic shearing loads
Ivanov S.
Influence of the soil base on the stress-strain state of a large-span building with a cylinder-and-slab roof
Kuzhakhmetova E., Sutyrin V.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K., Sokolov B.
The opportunities of umbrella-type shells
Krivoshapko S.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.
REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION
Veselev Y., Karabutov M.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S., KIYAMOV I.
AN ACTION OF HARMONIC WAVES ON CYLINDRICAL LAYERS WITH LIQUID
Safarov I., Akhmedov M., Boltaev Z.
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS
KLOCHKOV Y., VAKHNINA O., KISELEVA T.
STUDY OF THE BENDING MOMENT IN FORMING CURVED PROFILE METHOD FOR ROLLING MILL FORMING
Morozov Y., Verkhov E., Frolov A., Krutina E.
MATHEMATICAL MODELING OF THE ALUMINUM SAMPLE PRECIPITATION
Gnevashev D., Matveev E., Krutina E.
PRIMENENIE METODA BUBNOVA - GALERKINA DLYa OTsENKI USTOYChIVOSTI ANIZOTROPNYKh PLASTIN
KOLMOGOROV G., MELNIKOVA T., AZINA E.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O., Cajamarca Zuniga D.
Development of a method for calculating the stress state in horizontal sections of hydraulic engineering angular-type retaining walls
Rubin O., Lisichkin S., Pashenko F.
Systems of Approximating Functions when Using Variational Methods for Calculating Thin-Walled Building Structures
Karpov V.
Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S., Akulich V.
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