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Title
Authors
NONLINEAR SIMULATION OF AIR-SUPPORTED STRUCTURES
Mokin N.A.
Numerical Modeling of Change of Shape of Flexible Bars
Gaidzhurov P.P., Danik N.B., Klimukh A.V.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
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.
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.
NUMERICAL MODELING OF STEEL-AND-REINFORCED CONCRETE HYDRO TECHNICAL STRUCTURES
Kosinetz G.L., Lisichkin S.E., Bogachenko S.V., Ivontiyev A.V.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V.N., Alyoshina O.O.
Using Different FEM Formulations in Calculations of Thin-Walled Structures
Klochkov M.Y.
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.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N.M., Yakupov S.N.
THE STRESS-STRAIN STATE OF LAYERED COMPOSITE RODS AND BLADES UNDER TORSION
Nurimbetov A.U.
Transformed Calculation Models in Practice of Dynamic Analysis of Fixed Offshore Platform Structures
Sutyrin V.I., Kuzhakhmetova E.R.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
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.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.V.
Numerical Simulation of Large Plastic Deformations and Free Flight of a Beam After Impact with a Rigid Stop
Shtein A.V., Zylev V.B.
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.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V.P., Markovich A.S.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
IMPROVEMENT OF AN APPROXIMATION SCHEMEFOR ROD FINITE ELEMENT DISPLACEMENTS TO ANALYZETHE REINFORCED PLATES
Serpik I.N., Shviryaev M.V., Tyutyunnikov A.I.
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.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V.P., Nikolaev V.B., Golovanov R.O.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
Three-Dimensional Analysis of T-connections of Cylindrical Shells Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y., Osetinskii L.N.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
Experimental and numerical investigation of thin-walled I-section beam under bending and torsion
Gebre T.H., Galishnikova V.V., Lebed E.V.
EFFECT OF WINDING PATTERN ON STIFFNESS AND STRESS STATE OF CURVED MULTILAYER PIPES OF COMPOSITE MATERIALS
Loskutov Y.V., Ivanov S.P., Bagautdinov I.N., Gizatullin, R.G., Egorov A.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.S.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
Numerical analysis of the behavior of a three-layer honeycomb panel with interlayer defects under action of dynamic load
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V., Dedova D.V.
ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS
Musayev V.K.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
Numerical simulation of the front of an air shock wave in a ground and air explosion in the software package LS-DYNA
Mkrtychev O.V., Savenkov A.Y.
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.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
Optimization study of shape of translational shell of square plan
Tupikova E.M.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
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.
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT
Novikov S.P.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V.P., Vasiliev A.V.
MATHEMATICAL MODELING OF THE ALUMINUM SAMPLE PRECIPITATION
Gnevashev D.A., Matveev E.A., Krutina E.V.
Numerical investigation of natural frequencies and mode shapes of air-supported structures
Mokin N.A., Kustov A.A., Gandzhuntsev M.I.
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 Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y.
Geometry and static analysis of thin shells in the form of a diagonal translation surface of the velaroidal type
Aleshina O.O.
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS
KLOCHKOV Y.V., VAKHNINA O.V., KISELEVA T.A.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
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.
Finite Element for the Analysis of Reinforced Concrete Beams with Non-Uniform Steel Fiber Reinforcement
Markovich A.S., Agapov V.P., Golishevskaia D.A.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
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.
1 - 56 of 56 Items

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