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Buckling of Steel Conical Panels Reinforced with Stiffeners
Semenov A.A., Kondratieva L.N., Glukhikh V.N.
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
Formulas for Fundamental Natural Frequency of Plane Periodic Truss
Kirsanov M.N.
The formula for the first natural frequency and the frequency spectrum of a spatial regular truss
Kirsanov M.N.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N.M., Yakupov S.N.
Generation a solution to the equations of elasticity theory for a layered strip basing on the principle of compressed mappings
Zveryaev E.M., Rynkovskaya M.I., Hoa V.D.
Rigidity, adhesion and delamination of the coating in the “substrate - coating” system
Yakupov S.N., Gubaidullin R.I.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V.P., Markovich A.S., Aidemirov K.R.
Experimental and numerical investigation of thin-walled I-section beam under bending and torsion
Gebre T.H., Galishnikova V.V., Lebed E.V.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
Behavior of Reinforced Concrete Buildings with Sliding Belt Seismic Isolation and Elastic Limiter of Horizontal Displacements
Mkrtychev O.V., Mingazova S.R.
Investigation of waves in the strengthened net
Agalarov J.H., Mammadova G.A., Rustamova M.A.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
Influence of Damage Level on Dynamic Characteristics of Reinforced Concrete Structures when Assessing their Seismic Resistance
Tamrazyan A.G., Kudryavtsev M.V.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
Fluctuations of pipelines of gas-containing liquids under changing bearing conditions
Leontiev Y.V., Travush V.I.
Physical features of the problems of liquid corrosion of reinforced concrete from the standpoint of the theory of heat and mass transfer
Fedosov S.V., Krasilnikov I.V., Rumyantseva V.E., Krasilnikova I.A.
Influence of the soil base on the stress-strain state of a large-span building with a cylinder-and-slab roof
Kuzhakhmetova E.R., Sutyrin V.I.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V.P., Markovich A.S.
Evaluation of Soil Structure Interaction Effects on Seismic Response of RC Framed Buildings Using Simplified Method
Timilsina P., Ghimire C.R., Chaulagain H.
Iterative methods for constructing an equations of non-closed shells solution
Zveryaev E.M., Tupikova E.M.
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O.V., Bulushev S.V.
Numerical modeling of nonlinear deformation processes for shells of medium thickness
Sagdatullin M.K.
Shells in the form of algebraic ruled surfaces on a rhombic base
Tupikova E.M.
Geometry and static analysis of thin shells in the form of a diagonal translation surface of the velaroidal type
Aleshina O.O.
A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam
Starishko I.N.
Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y.
Statics and dynamics of curved rods based on Bernoulli hypotheses and relations for a rectilinear rod
Serazutdinov M.N.
ACCURACY EVALUATIONOF THE NONLINEAR STATIC ANALYSIS METHOD OF THE STRUCTURES SEISMIC RESISTANCE
DZHINCHVELASHVILI G.A., BULUSHEV S.V.
Method for Calculating Assembly Stresses in Frame Structures Strengthened in Deformed State
Serazutdinov M.N., Ubaydulloev M.N.
Bulking of physically nonlinear plates under the action of dynamic shearing loads
Ivanov S.P.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
APPLICATION OF RUNGE-KUTT METHOD AND RUNNING TRI-DIAGONAL MATRIX FOR OPEN HELICOIDAL SHELL CALCULATION
Rynkovskaya M.I.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
ANALYSIS OF STRUCTURES IN THE FORM OF A SHALLOW RETICULATED HYPERBOLIC PARABOLOID WITH ACCOUNT OF GEOMETRICAL NONLINEARITY
TRUSHIN S.I., SYSOEVA E.V., PETRENKO F.I.
ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS
Semenov A.A.
METHODS FOR ASSESSING STRENGTH OF BIOLOGICAL MEMBRANES
Harislamova L.U., Yakupov S.N.
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES
Zaytsev S.E., Safronov V.S.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V.N., Alyoshina O.O.
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.V., Chumakov A.V., Gilka V.V.
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS
Zveryaev Y.М., Makarov G.I.
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY
Firsanov V.V.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
The method of compensating loads for solving of problems of cyclic symmetrical flexure of anisotropic plates, resting on an elastic subgrade
Koreneva E.B.
Calculation of building structures for several dynamic effects with a static accounting of higher forms of oscillation
Lalin V.V., Le T.Q.
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.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
CHANGE OF MECHANICAL PROPERTIES OF THIN-LAYER MEMBRANES UNDER THE INFLUENCE OF LIQUID MEDIUM
YAKUPOV S.N., HARISLAMOVA L.U., YAKUPOV N.M.
ROD VIBRATIONS CONSIDERING NON-LOCAL DAMPING
Shepitko E.S.
Stability of non-linear stochastic systems
POTAPOV V.D., Dibrov V.A.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
DETERMINATION OF STRESSES IN THE INTERSECTION OF PLANES UNDER PLANE LOADING ON THE BASIS OF THE FEM
Kiselyov A.P., Gureyeva N.A., Kiselyova R.Z., Leont'eva V.V.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
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.K., Dikova E.V., Kormilitsin A.I., Samoylov S.N., Starodubtsev V.V.
AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V.V., SHAMBINA S.L., VIRCHENKO G.I.
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
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.S.
MATHEMATICAL MODELING OF THE ALUMINUM SAMPLE PRECIPITATION
Gnevashev D.A., Matveev E.A., Krutina E.V.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
IMPROVEMENT OF AN APPROXIMATION SCHEMEFOR ROD FINITE ELEMENT DISPLACEMENTS TO ANALYZETHE REINFORCED PLATES
Serpik I.N., Shviryaev M.V., Tyutyunnikov A.I.
STRESS-STRAIN STATE OF ANISOTROPIC PLATE WEAKENED WITH HOLE
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S.N., KIYAMOV I.H.
Calculated assessment of the impact of geometric deviations from the design on the parameters of mechanical safety of building metal structures within the framework of scientific and technical support for construction
Belostotsky A.M., Dmitriev D.S., Petryashev S.O., Nagibovich T.E.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
Extraction of consistent shell theory equations from 3D theory of elasticity
Zveryaev E.M.
THE INVESTIGATION OF THE BENDING FORM OF BUCKLING FOR STRUCTURALLY-ANISOTROPIC PANELS MADE OF COMPOSITE MATERIALS IN OPERATING MATLAB SYSTEM
FIRSANOV V.V., GAVVA L.M.
IMPROVEMENT OF THE METHOD OF CALCULATION OF INDUSTRIAL LOOP CONNECTIONS OF FITTINGS OF REINFORCED CONCRETE CONSTRUCTIONS OF HYDROELECTRIC POWER STATION AND THE NPP AT THE LIMIT STATE
Klimov E.A., Nikolaev V.B.
ANALYTICAL CALCULATION OF THE SPATIAL ROD SYSTEM
Kirsanov M.N.
ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS
Musayev V.K.
THE FINITE DIFFERENCE METHOD IN PAVEMENTS RESEARCH WITH REAL TRANSPORT LOADING
Kolmogorov G.L., Kychkin V.I., Esipenko I.A.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N.A., Klochkov J.V., Nikolaev А.P.
OVERALL STABILITY BIFURCATION TALL OBJECTS BASED ON THE MODEL BASE AS A PLANE BOUNDED HALF
Inozemtzev V.K., Inozemtzeva O.V., Nachshintsev E.A.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.
AN ACCOUNT OF REINFORCEMENTS IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V.P., Markovich A.S.
The use of fixed points in experimental research of the internal friction of material
Zylev V.B., Platnov P.O.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V.P., Nikolaev V.B., Golovanov R.O.
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS
RAZZAKOV S.J., KHOLMIRZAEV S.A.
REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION
Veselev Y.A., Karabutov M.S.
INCREASING OF THE LOAD-CARRING CAPACITY IN THE STRENGTHENED LOADED STRUCTURES
SERAZUTDINOV M.N., UBAYDULLOEV M.N., ABRAGIM K.A.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.A.
NONLINEAR DEFORMATION OF CIRCULAR PLATES, PIVOTALLY SUPPORTED ON THE SUPPORT RING AND LOADED BY A DISTRIBUTED FORCE ALONG THE EDGE
GALIMOV N.K.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.
Stress-strain state of shell of revolution analysis by using various formulations of three-dimensional finite elements
Gureeva N.A., Klochkov Y.V., Nikolaev A.P., Yushkin V.N.
Determination of parameters of plastic deformation of elliptic membranes
Galimov N.K., Yakupov S.N.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
PRIMENENIE METODA BUBNOVA - GALERKINA DLYa OTsENKI USTOYChIVOSTI ANIZOTROPNYKh PLASTIN
KOLMOGOROV G.L., MELNIKOVA T.E., AZINA E.O.
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.R.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
TECHNICAL WELL DRILLING FOR SECURING OF WET SOILS BY THE METHOD OF JET CEMENTATION
Shelkovnikov I.G., Shtepa I.V.
ANALYSIS OF THE THIN ELASTIC SHELLS IN THE FORM OF LONG OBLIQUE HELICOID
Tupikova E.M.
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