International Journal for Computational Civil and Structural Engineering

ASSESSMENT OF THE PROXIMITY OF DESIGN TO MINIMUM MATERIAL CAPACITY SOLUTION OF PROBLEM OF OPTIMIZATION OF THE FLANGE WIDTH OF I-SHAPED CROSS-SECTION RODS WITH ALLOWANCE FOR STABILITY CONSTRAINTS OR CONSTRAINTS FOR THE VALUE OF THE FIRST NATURAL FREQUENCY AND STRENGTH REQUIREMENTS

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ESTIMATION OF PEDESRTIAN COMFORT ON THE BASIS OF NUMERICAL MODELLING OF WIND AERODYNAMICS OF BUILDING IN THE ENVIRONMENTAL DEVELOPMENT

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USING THE CRITERION OF THE MINIMUM MATERIAL CAPACITY OF RODS UNDER STABILITY RESTRICTIONS FOR THE CASE OF MULTIPLE CRITICAL LOAD

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ASSESSMENT CRITERIA OF OPTIMAL SOLUTIONS FOR CREATION OF RODS WITH PIECEWISE CONSTANT CROSS-SECTIONS WITH STABILITY CONSTRAINTS OR CONSTRAINTS FOR VALUE OF THE FIRST NATURAL FREQUENCY PART 1: THEORETICAL FOUNDATIONS

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ABOUT WAVELET-BASED COMPUTATIONAL BEAM ANALYSIS WITH THE USE OF DAUBECHIES SCALING FUNCTIONS

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WAVELET-BASED DISCRETE-CONTINUAL FINITE ELEMENT PLATE ANALYSIS WITH THE USE OF DAUBECHIES SCALING FUNCTIONS

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ASSESSMENT CRITERIA OF OPTIMAL SOLUTIONS FOR CREATION OF RODS WITH PIECEWISE CONSTANT CROSS-SECTIONS WITH STABILITY CONSTRAINTS OR CONSTRAINTS FOR VALUE OF THE FIRST NATURAL FREQUENCY PART 2: NUMERICAL EXAMPLES

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COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE

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ABOUT METHODS OF SEISMIC ANALYSIS OF UNDERGROUND STRUCTURES

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STRUCTURAL SAFETY ANALYSIS OF STADIUMS FOR THE 2018 FIFA WORLD CUP IN RUSSIA. FORMULATION OF PROBLEMS OF STRUCTURAL ANALYSIS

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UNIVERSAL SOFTWARE SYSTEM “STADYO” FOR THE NUMERICAL SOLUTION OF LINEAR AND NONLINEAR PROBLEMS OF THE FIELD THEORY, STATICS, STABILITY AND DYNAMICS OF SPATIAL COMBINED SYSTEMS: GENERAL PARAMETERS AND SUPERELEMENTAL FEATURES

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ABOUT DEVELOPMENT OF METHODS OF ANALYSIS AND ASSESSMENT OF VULNERABILITY OF SPATIAL PLATE - SHELL REINFORCED CONCRETE STRUCTURES WITH ALLOWANCE FOR PHYSICAL NON-LINEARITIES, CRACK FORMATION AND INDUCED ANISOTROPY

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ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS

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ABOUT WAVELET-BASED MULTIGRID NUMERICAL METHOD OF STRUCTURAL ANALYSIS WITH THE USE OF DISCRETE HAAR BASIS

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CRITERION OF MINIMUM MATERIAL CONSUMPTION OF FLANGE OF I-SHAPED BAR WITH A VARIATION IN ITS THICKNESS AND OUTLINE OF THE WIDTH, WITH RESTRICTION TO THE VALUE OF THE CRITICAL FORCE OR RESTRICTION TO THE VALUE OF THE FIRST NATURAL FREQUENCY IN TWO PRINCIPAL PLANES OF INERTIA OF THE SECTION

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LOCAL NUMERICAL SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF HYBRID DISCRETE WAVELET BASIS

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FUNDAMENTAL ERROR OF THE THEORY OF DURABLE RESISTANCE AND STANDARDS FOR REINFORCED CONCRETE

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ABOUT SOLUTION OF MULTIPOINT BOUNDARY PROBLEMS OF TWO-DIMENSIONAL STRUCTURAL ANALYSIS WITH THE USE OF COMBINED APPLICATION OF FINITE ELEMENT METHOD AND DISCRETE-CONTINUAL FINITE ELEMENT METHOD

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ABOUT CONTEMPORARY APPROACHES TO REDUCTION OF COMPUTATIONAL DIMENSION OF PROBLEMS OF STRUCTURAL ANALYSIS WITHIN FINITE ELEMENT METHOD

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ESTIMATION OF ACCURACY OF THE RESULTS OF NUMERICAL SIMULATION OF UNSTEADY WAVE OF THE STRESS IN DEFORMABLE OBJECTS OF COMPLEX SHAPE

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International Journal for Computational Civil and Structural Engineering

List of records

ASSESSMENT OF THE PROXIMITY OF DESIGN TO MINIMUM MATERIAL CAPACITY SOLUTION OF PROBLEM OF OPTIMIZATION OF THE FLANGE WIDTH OF I-SHAPED CROSS-SECTION RODS WITH ALLOWANCE FOR STABILITY CONSTRAINTS OR CONSTRAINTS FOR THE VALUE OF THE FIRST NATURAL FREQUENCY AND STRENGTH REQUIREMENTS

ABOUT “LEGITIMIZATION” OF NUMERICAL MODELLING OF WIND IMPACTS ON BUILDINGS AND STRUCTURES IN DESIGN CODES

ESTIMATION OF PEDESRTIAN COMFORT ON THE BASIS OF NUMERICAL MODELLING OF WIND AERODYNAMICS OF BUILDING IN THE ENVIRONMENTAL DEVELOPMENT

USING THE CRITERION OF THE MINIMUM MATERIAL CAPACITY OF RODS UNDER STABILITY RESTRICTIONS FOR THE CASE OF MULTIPLE CRITICAL LOAD

ASSESSMENT CRITERIA OF OPTIMAL SOLUTIONS FOR CREATION OF RODS WITH PIECEWISE CONSTANT CROSS-SECTIONS WITH STABILITY CONSTRAINTS OR CONSTRAINTS FOR VALUE OF THE FIRST NATURAL FREQUENCY PART 1: THEORETICAL FOUNDATIONS

ABOUT WAVELET-BASED COMPUTATIONAL BEAM ANALYSIS WITH THE USE OF DAUBECHIES SCALING FUNCTIONS

WAVELET-BASED DISCRETE-CONTINUAL FINITE ELEMENT PLATE ANALYSIS WITH THE USE OF DAUBECHIES SCALING FUNCTIONS

ASSESSMENT CRITERIA OF OPTIMAL SOLUTIONS FOR CREATION OF RODS WITH PIECEWISE CONSTANT CROSS-SECTIONS WITH STABILITY CONSTRAINTS OR CONSTRAINTS FOR VALUE OF THE FIRST NATURAL FREQUENCY PART 2: NUMERICAL EXAMPLES

COMPUTATIONAL RHEOLOGICAL MODEL OF CONCRETE

ABOUT SOLUTION OF MULTIPOINT BOUNDARY PROBLEMS OF THREE-DIMENSIONAL STRUCTURAL ANALYSIS WITH THE USE OF COMBINED APPLICATION OF FINITE ELEMENT METHOD AND DISCRETE-CONTINUAL FINITE ELEMENT METHOD. PART 1: FORMULATION AND BASIC PRINCIPLES OF APPROXIMATION

ABOUT METHODS OF SEISMIC ANALYSIS OF UNDERGROUND STRUCTURES

STRUCTURAL SAFETY ANALYSIS OF STADIUMS FOR THE 2018 FIFA WORLD CUP IN RUSSIA. FORMULATION OF PROBLEMS OF STRUCTURAL ANALYSIS

UNIVERSAL SOFTWARE SYSTEM “STADYO” FOR THE NUMERICAL SOLUTION OF LINEAR AND NONLINEAR PROBLEMS OF THE FIELD THEORY, STATICS, STABILITY AND DYNAMICS OF SPATIAL COMBINED SYSTEMS: GENERAL PARAMETERS AND SUPERELEMENTAL FEATURES

ABOUT DEVELOPMENT OF METHODS OF ANALYSIS AND ASSESSMENT OF VULNERABILITY OF SPATIAL PLATE - SHELL REINFORCED CONCRETE STRUCTURES WITH ALLOWANCE FOR PHYSICAL NON-LINEARITIES, CRACK FORMATION AND INDUCED ANISOTROPY

ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS

ABOUT WAVELET-BASED MULTIGRID NUMERICAL METHOD OF STRUCTURAL ANALYSIS WITH THE USE OF DISCRETE HAAR BASIS

CRITERION OF MINIMUM MATERIAL CONSUMPTION OF FLANGE OF I-SHAPED BAR WITH A VARIATION IN ITS THICKNESS AND OUTLINE OF THE WIDTH, WITH RESTRICTION TO THE VALUE OF THE CRITICAL FORCE OR RESTRICTION TO THE VALUE OF THE FIRST NATURAL FREQUENCY IN TWO PRINCIPAL PLANES OF INERTIA OF THE SECTION

LOCAL NUMERICAL SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF HYBRID DISCRETE WAVELET BASIS

FUNDAMENTAL ERROR OF THE THEORY OF DURABLE RESISTANCE AND STANDARDS FOR REINFORCED CONCRETE

ABOUT SOLUTION OF MULTIPOINT BOUNDARY PROBLEMS OF TWO-DIMENSIONAL STRUCTURAL ANALYSIS WITH THE USE OF COMBINED APPLICATION OF FINITE ELEMENT METHOD AND DISCRETE-CONTINUAL FINITE ELEMENT METHOD

ABOUT CONTEMPORARY APPROACHES TO REDUCTION OF COMPUTATIONAL DIMENSION OF PROBLEMS OF STRUCTURAL ANALYSIS WITHIN FINITE ELEMENT METHOD

ABOUT SOLUTION OF MULTIPOINT BOUNDARY PROBLEMS OF TWO-DIMENSIONAL STRUCTURAL ANALYSIS WITH THE USE OF COMBINED APPLICATION OF FINITE ELEMENT METHOD AND DISCRETE-CONTINUAL FINITE ELEMENT METHOD PART 1: FORMULATION AND BASIC PRINCIPLES OF APPROXIMATION

TWO-GRID METHOD OF STRUCTURAL ANALYSIS BASED ON DISCRETE HAAR BASIS PART 1: ONE-DIMENSIONAL PROBLEMS

ESTIMATION OF ACCURACY OF THE RESULTS OF NUMERICAL SIMULATION OF UNSTEADY WAVE OF THE STRESS IN DEFORMABLE OBJECTS OF COMPLEX SHAPE

ON THE MATHEMATICAL MODELING OF NONST ATIONARY ELASTIC WAVES STRESSES IN CORROBORATED BY THE ROUND HOLE

STABILITY ANALYSIS OF SPACE TRUSSES

Other record sources

ЭЛЕКТРОННЫЙ НАУЧНО-ОБРАЗОВАТЕЛЬНЫЙ ВЕСТНИК ЗДОРОВЬЕ И ОБРАЗОВАНИЕ В XXI ВЕКЕ

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