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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.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N.M., Yakupov S.N.
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.
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.
Comparative study of finite element methods of calculation of ribbed reinforced concrete floors
Nikitin K.E., Kirsanov O.A.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
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.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Numerical modeling of nonlinear deformation processes for shells of medium thickness
Sagdatullin M.K.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Geometry and static analysis of thin shells in the form of a diagonal translation surface of the velaroidal type
Aleshina O.O.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V.P., Markovich A.S.
Shells in the form of algebraic ruled surfaces on a rhombic base
Tupikova E.M.
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.
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.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
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 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.
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 results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V.N., Alyoshina O.O.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES
Zaytsev S.E., Safronov V.S.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
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.
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS
RAZZAKOV S.J., KHOLMIRZAEV S.A.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.V.
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.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
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.
The use of fixed points in experimental research of the internal friction of material
Zylev V.B., Platnov P.O.
MATHEMATICAL MODELING OF THE ALUMINUM SAMPLE PRECIPITATION
Gnevashev D.A., Matveev E.A., Krutina E.V.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N.A., Klochkov J.V., Nikolaev А.P.
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.
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.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V.P., Vasiliev A.V.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S.N., KIYAMOV I.H.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V.P., Markovich A.S.
Optimization study of shape of translational shell of square plan
Tupikova E.M.
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.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.
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.
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.
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.
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.
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