Search Results - "Akimov, Pavel"
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SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A CRACK
Published in International Journal for Computational Civil and Structural Engineering (28-06-2024)“…Solution of the problem of two-dimensional theory of elasticity with the use of discrete-continual finite el-ement method in the presence of crack is under…”
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Wavelet-based finite element method for multilevel local plate analysis
Published in Thin-walled structures (01-01-2016)“…In this paper, an efficient multilevel method is presented for local static analysis of plates based on the coupling of finite element method and discrete…”
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LOCALIZATION OF SOLUTION OF THE PROBLEM OF THREE-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF B-SPLINE DISCRETE-CONTINUAL FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (29-09-2023)“…Localization of solution of the problem of three-dimensional theory of elasticity with the use of B-spline discrete-continual finite element method (specific…”
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AIMED CONTROL OF THE FREQUENCY SPECTRUM OF EIGENVIBRATIONS OF ELASTIC PLATES WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM BY INTRODUCING ADDITIONAL GENERALIZED KINEMATIC DEVICES
Published in International Journal for Computational Civil and Structural Engineering (29-12-2021)“…As is known, targeted regulation of the frequency spectrum of natural vibrations of elastic systems with a finite number of degrees of mass freedom can be…”
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FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT D
Published in International Journal for Computational Civil and Structural Engineering (24-06-2022)“…For some elastic systems with a finite number of degrees of freedom of masses, in which the directions of mass movement are parallel and lie in the same plane…”
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AIMED CONTROL OF THE FREQUENCY SPECTRUM OF EIGENVIBRATIONS OF ELASTIC PLATES WITH A FINITE NUMBER OF DEGREES OF FREEDOM OF MASSES BY SUPERIMPOSING ADDITIONAL CONSTRAINTS
Published in International Journal for Computational Civil and Structural Engineering (24-06-2021)“…As is known, for some elastic systems with a finite number of degrees of freedom of masses, for which thedirections of motion of the masses are parallel and…”
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LOCALIZATION OF SOLUTION OF THE PROBLEM FOR POISSON’S EQUATION WITH THE USE OF B-SPLINE DISCRETE-CONTINUAL FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (29-09-2021)“…Localization of solution of the problem for Poisson’s equation with the use of B-spline discrete-continual finiteelement method (specificversion of…”
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NUMERICAL SOLUTION OF THE PROBLEM FOR POISSON’S EQUATION WITH THE USE OF DAUBECHIES WAVELET DISCRETE-CONTINUAL FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (26-12-2021)“…Numerical solution of the problem for Poisson’s equation with the use of Daubechies wavelet discrete continual finite element method (specific version of…”
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FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE: PART 3: THE SECOND SAMPLE OF ANALYSIS AND CONCLUSION
Published in International Journal for Computational Civil and Structural Engineering (28-12-2022)“…For some elastic systems with a finite number of degrees of freedom of masses, in which the directions of mass movement are parallel and lie in the same plane…”
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FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE: PART 2: THE FIRST SAMPLE OF ANALYSIS
Published in International Journal for Computational Civil and Structural Engineering (27-09-2022)“…For some elastic systems with a finite number of degrees of freedom of masses, in which the direc-tions of mass movement are parallel and lie in the same plane…”
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DEVELOPMENT OF COMPUTATIONAL SCHEMES OF GENERALIZED KINEMATIC DEVICES THAT PRECISELY REGULATE THE NATURAL FREQUENCY SPECTRUM OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, IN WHICH THE DIRECTIONS OF MOTION ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE: PART 1: THEORETICAL FOUNDATIONS
Published in International Journal for Computational Civil and Structural Engineering (29-09-2023)“…To date, for some elastic systems with a finite number of degrees of mass freedom, in which the directions of mass movement are parallel and lie in the same…”
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LOCALIZATION OF SOLUTION OF THE PROBLEM OF ISOTROPIC PLATE ANALYSIS WITH THE USE OF B-SPLINE DISCRETE-CONTINUAL FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (24-03-2021)“…Localization of solution of the problem of isotropic plate analysis with the use of B-spline discrete-continual finiteelement method (specificversion of…”
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LOCALIZATION OF SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF B-SPLINE DISCRETE-CONTINUAL FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (24-06-2021)“…Localization of solution of the problem of two-dimensional theory of elasticity with the use of B-spline discrete-continual finite element method (specific…”
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NUMERICAL SOLUTION OF THE PROBLEM OF ISOTROPIC PLATE ANALYSIS WITH THE USE OF B-SPLINE DISCRETE-CONTINUAL FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (01-12-2020)“…Numerical solution of the problem of isotropic plate analysis with the use of B-spline discrete-continual finite element method (specific version of…”
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ABOUT THE NATIONAL SOFTWARE SYSTEM FOR STRUCTURAL ANALYSIS
Published in International Journal for Computational Civil and Structural Engineering (31-03-2022)“…As is known, design solutions for the load-bearing systems of buildings and structures, as well as individual structural elements, are based on the results of…”
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WAVELET-BASED DISCRETE-CONTINUAL FINITE ELEMENT PLATE ANALYSIS WITH THE USE OF DAUBECHIES SCALING FUNCTIONS
Published in International Journal for Computational Civil and Structural Engineering (24-09-2019)“…The distinctive paper is detoded to special version of wavelet-based discrete-continual finite element method of plate analysis. Daubechies scaling functions…”
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ABOUT WAVELET-BASED COMPUTATIONAL BEAM ANALYSIS WITH THE USE OF DAUBECHIES SCALING FUNCTIONS
Published in International Journal for Computational Civil and Structural Engineering (24-06-2019)“…The first part of the distinctive paper contains brief review of wavelet-based numerical and semianalytical analysis, particularly with the use of Daubechies…”
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UMERICAL SOLUTION OF THE PROBLEM OF BEAM ANALYSIS WITH THE USE OF B-SPLINE FINITE ELEMENT METHOD
Published in International Journal for Computational Civil and Structural Engineering (24-09-2020)“…Numerical solution of the problem of beam analysis (bending analysis of the Bernoulli beam) with the use of B-spline finiteelement method is under…”
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USING THE CRITERION OF THE MINIMUM MATERIAL CAPACITY OF RODS UNDER STABILITY RESTRICTIONS FOR THE CASE OF MULTIPLE CRITICAL LOAD
Published in International Journal for Computational Civil and Structural Engineering (24-03-2020)“…As it is known, special criteria are formulated to evaluate the obtained solution of some optimization problems. In particular, we formulate a criterion that…”
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ABOUT “LEGITIMIZATION” OF NUMERICAL MODELLING OF WIND IMPACTS ON BUILDINGS AND STRUCTURES IN DESIGN CODES
Published in International Journal for Computational Civil and Structural Engineering (29-12-2019)“…The distinctive paper is detoded to problem of “legitimization” of numerical modelling of wind loads and impacts on buildings and structures. General…”
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