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Three-Dimensional Analysis of T-connections of Cylindrical Shells Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y., Osetinskii L.N.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A.V., Zylev V.B.
Numerical Simulation of the Restoring Effect from Post-Stress in the Slab of a Cast-in-Situ Reinforced Concrete Frame
Gaidzhurov P.P., Savelyeva N.A., Bris Robin Z.
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.
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.
Formulas for Fundamental Natural Frequency of Plane Periodic Truss
Kirsanov M.N.
ACCURACY EVALUATIONOF THE NONLINEAR STATIC ANALYSIS METHOD OF THE STRUCTURES SEISMIC RESISTANCE
DZHINCHVELASHVILI G.A., BULUSHEV S.V.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
The formula for the first natural frequency and the frequency spectrum of a spatial regular truss
Kirsanov M.N.
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.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N.M., Yakupov S.N.
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.
Using Different FEM Formulations in Calculations of Thin-Walled Structures
Klochkov M.Y.
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.
Transformed Calculation Models in Practice of Dynamic Analysis of Fixed Offshore Platform Structures
Sutyrin V.I., Kuzhakhmetova E.R.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
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.
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.
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.
The stability of geometrically nonlinear plate systems under the action of dynamic loads
Ivanov S.P., Ivanova A.S., Ivanov O.G.
Variants of determining correlations of deformation theory of plasticity in the calculation of shell of rotation on the basis of finite element method
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.
Numerical investigation of natural frequencies and mode shapes of air-supported structures
Mokin N.A., Kustov A.A., Gandzhuntsev M.I.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
THIN COATINGS
YAKUPOV N.M., YAKUPOV S.N.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.P.
A METHOD OF DETERMINATION OF STRESS-STRAIN STATE OF 3D STRUCTURES OF COMPLEX FORM
Khayrullin F.S., Sahbiev O.M.
HISTORICAL AND TECHNICAL ANALYSIS OF INSUFFICIENTLY KNOWN DESIGN FEATURES OF THE SHABOLOVKA RADIO TOWER
LEONOV A.V.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
THE STRESS-STRAIN STATE OF LAYERED COMPOSITE RODS AND BLADES UNDER TORSION
Nurimbetov A.U.
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.K., Dikova E.V., Akat'ev S.V., Starodubtsev V.V., Samoylov S.N.
Dynamic Response of Doubly-Curved Shallow Shells to Periodic External Action
Semenov A.A.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V.P., Markovich A.S.
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.
Systems of Approximating Functions when Using Variational Methods for Calculating Thin-Walled Building Structures
Karpov V.V.
Development of Analytical Method for Cable-stayed Bridges Considering Local Damages Caused by Failure of Supporting Cables
Ahmed A.R., Qais Q.A., Yermoshin N.A.
Evaluation of Soil Structure Interaction Effects on Seismic Response of RC Framed Buildings Using Simplified Method
Timilsina P., Ghimire C.R., Chaulagain H.
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.
Iterative methods for constructing an equations of non-closed shells solution
Zveryaev E.M., Tupikova E.M.
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.
Natural Frequency Spectrum and Fundamental Frequency Formula for Plane Periodic Lattice Truss
Kirsanov M.N.
Algorithm for Calculating Statically Indeterminate Trusses Using the Force Method
Lalin V.V., Ibragimov T.R.
Numerical modeling of nonlinear deformation processes for shells of medium thickness
Sagdatullin M.K.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
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.
Finite Element for the Analysis of Reinforced Concrete Beams with Non-Uniform Steel Fiber Reinforcement
Markovich A.S., Agapov V.P., Golishevskaia D.A.
Behavior of Reinforced Concrete Buildings with Sliding Belt Seismic Isolation and Elastic Limiter of Horizontal Displacements
Mkrtychev O.V., Mingazova S.R.
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.
Investigation of waves in the strengthened net
Agalarov J.H., Mammadova G.A., Rustamova M.A.
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.
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.
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