Articles from section "Structural mechanics"
Stress-strain state of Insulated Glass Unit in structural glazing systems
- Year: 2020
- Issue: 6
- 0
- 0
- Pages: 9808-9808
Theory of determining the frequency of natural oscillations of span structures
- Year: 2020
- Issue: 6
- 11
- 33
- Pages: 9803-9803
Assessment of the tornado impact on the Chernobyl new safe confinement
- Year: 2020
- Issue: 5
- 33
- 116
- Pages: 9711-9711
Behavior of CFRP strengthened columns damaged by thermal shock
- Year: 2020
- Issue: 5
- 13
- 78
- Pages: 9708-9708
Seismic behavior of end walls in RC tall buildings with torsional irregularity
- Year: 2020
- Issue: 5
- 32
- 120
- Pages: 9707-9707
Stress-strain state of the precast monolithic bent element
- Year: 2020
- Issue: 5
- 11
- 79
- Pages: 9706-9706
Optimisation of steel trusses with a choice of multi-stage prestressing conditions
- Year: 2020
- Issue: 5
- 24
- 112
- Pages: 9705-9705
Bearing capacity equations of piles in weathered claystone and sandstone
- Year: 2020
- Issue: 5
- 19
- 147
- Pages: 9704-9704
Behavior of concrete beams reinforced with fiberglass composite rebar under load
- Year: 2020
- Issue: 5
- 42
- 147
- Pages: 9703-9703
Stress-strain state of bending reinforced beams with cracks
- Year: 2020
- Issue: 5
- 64
- 218
- Pages: 9701-9701
Spatial natural vibrations of viscoelastic axisymmetric structures
- Year: 2020
- Issue: 4
- 33
- 251
- Pages: 118-128
Analytical dependence of the deflection of the spatial truss on the number of panels
- Year: 2020
- Issue: 4
- 32
- 243
- Pages: 110-117
Radiation changes of concrete aggregates under the influence of gamma radiation
- Year: 2020
- Issue: 4
- 16
- 198
- Pages: 94-109
Impact of anchored CFRP on the torsional and bending behaviour of RC beams
- Year: 2020
- Issue: 4
- 26
- 225
- Pages: 79-93
A probabilistic approach to estimation of the ultimate load of end-bearing piles on settlement criterion
- Year: 2020
- Issue: 4
- 50
- 269
- Pages: 70-78
Method of plates stability analysis based on the moments approximations
- Year: 2020
- Issue: 3
- 56
- 408
- Pages: 90-103
Stability of fixed-fixed shallow arches under arbitrary radial and vertical forces
- Year: 2020
- Issue: 3
- 42
- 429
- Pages: 31-41
Seismic design philosophy of special steel plate shear walls
- Year: 2020
- Issue: 3
- 135
- 563
- Pages: 3-18
Computational modeling of yielding octagonal connection for concentrically braced frames
- Year: 2020
- Issue: 2
- 94
- 463
- Pages: 31-53
Impact behavior of rehabilitated post-tensioned slabs previously damaged by impact loading
- Year: 2020
- Issue: 1
- 95
- 505
- Pages: 134-146
Effects of model-based design and loading on responses of base-isolated structures
- Year: 2019
- Issue: 8
- 52
- 517
- Pages: 142-154
Algorithm for shear flows in arbitrary cross-sections of thin-walled bars
- Year: 2019
- Issue: 8
- 140
- 667
- Pages: 3-26
Equilibrium finite elements for plane problems of the elasticity theory
- Year: 2019
- Issue: 7
- 66
- 535
- Pages: 80-97
Dynamics of a physically nonlinear viscoelastic cylindrical shell with a concentrated mass
- Year: 2019
- Issue: 7
- 58
- 591
- Pages: 39-48
Modelling of contact interaction of structures with the base under dynamic loading
- Year: 2019
- Issue: 5
- 93
- 729
- Pages: 167-178
The modeling method of discrete cracks and rigidity in reinforced concrete
- Year: 2019
- Issue: 4
- 159
- 934
- Pages: 60-69
The compatibility of deformation of the hollow-core slab with beams
- Year: 2019
- Issue: 3
- 57
- 688
- Pages: 93-102
The semi-shear theory of V.I. Slivker for the stability problems of thin-walled bars
- Year: 2019
- Issue: 3
- 85
- 836
- Pages: 66-79
The effect of perforations on the deformability of welded beam with corrugated webs
- Year: 2019
- Issue: 3
- 77
- 781
- Pages: 18-34
The mathematical simulator of deformation of nonlinear elastic ribbed shells under big displacements
- Year: 2009
- Issue: 6
- 14
- 554
- Pages: 16-24
The durability and stability of the elastic orthotropic and isotropic ribbed shells. I
- Year: 2009
- Issue: 7
- 11
- 562
- Pages: 55-64
Mathematical modelling of orthotropic and isotropic ribbed shells deformation taking into account the creep of material
- Year: 2009
- Issue: 7
- 3
- 484
- Pages: 46-54
The calculation of industrial floors sructures adjusted for the dynamic force of loads from hosting transport moving
- Year: 2009
- Issue: 7
- 9
- 487
- Pages: 41-45
The durability and stability of the elastic orthotropic and isotropic ribbed shells. II
- Year: 2009
- Issue: 8
- 3
- 526
- Pages: 31-39
Method of constructive anisotropy for the orthotropic and isotropic ribbed shells
- Year: 2009
- Issue: 8
- 3
- 484
- Pages: 40-46
The nonlinear equations of the movement of ribbed shells taking into account the various properties of material. I
- Year: 2010
- Issue: 1
- 1
- 539
- Pages: 47-54
Nonlinear equations of ribbed shells balance taking into account the different properties of material
- Year: 2010
- Issue: 2
- 3
- 470
- Pages: 36-44
Nonlinear equations of ribbed shells motion taking into account the different properties of the material. II
- Year: 2010
- Issue: 2
- 1
- 498
- Pages: 45-48
Mathematical and computer simulation of nonlinear free vibrations of elastic shallow shells with step-variable thickness
- Year: 2010
- Issue: 4
- 6
- 526
- Pages: 38-48
Experimental analysis and flexural behavior of reinforced-concrete beams reinforced with Glass-fiber-reinforced-polymers
- Year: 2010
- Issue: 4
- 14
- 508
- Pages: 5-12
Mathematic models of nonlinear dynamics problems of viscoelastic orthotropic plates and shells of variable thickness
- Year: 2010
- Issue: 6
- 1
- 550
- Pages: 38-47
The durability and stability of the elastic orthotropic and isotropic ribbed shells. III
- Year: 2010
- Issue: 6
- 5
- 487
- Pages: 23-37
Concerning the borrowing of material from the publications of V. V. Karpov by V. M. Zhgoutov
- Year: 2011
- Issue: 2
- 8
- 448
- Pages: 72-72
Mathematical modelling deflected mode of flexible shells anchored along the contour
- Year: 2011
- Issue: 3
- 6
- 471
- Pages: 28-31
Finite element calculation model of thin-walled cold-formed profile in software package SCAD Office
- Year: 2011
- Issue: 3
- 7
- 514
- Pages: 36-46
Finite element modelling of open section perforated thin-walled studs made from thin-walled steel profiles
- Year: 2011
- Issue: 3
- 6
- 520
- Pages: 32-35
The problem of bending the thick orthotropic plate of three-dimensional formulation
- Year: 2011
- Issue: 4
- 16
- 710
- Pages: 40-47
Substantive provisions of Numeral-analytical boundary elements method
- Year: 2011
- Issue: 4
- 9
- 638
- Pages: 33-39
Partially rib precast and cast-in-situ floors with cellular-concrete blocks
- Year: 2011
- Issue: 6
- 86
- 892
- Pages: 50-55
Comparison of nonlinear dynamic analyses performed by both single and multi degree of freedom system
- Year: 2011
- Issue: 6
- 12
- 600
- Pages: 23-27
Method of specific energy for determination mechanical characteristics of structural steel
- Year: 2011
- Issue: 7
- 0
- 558
- Pages: 11-17
The finite elements for design of building walling made of thin-walled beams
- Year: 2011
- Issue: 8
- 27
- 763
- Pages: 69-80
About the continuous spectrum of vibrations of beam construction elements under high-frequency effects
- Year: 2012
- Issue: 1
- 3
- 683
- Pages: 91-97
Mathematical deformation models of variable thickness shells with calculation of different materials` behaviour
- Year: 2012
- Issue: 1
- 4
- 559
- Pages: 79-90
The Finite Elements Research for Calculation of Thin-Walled Bar Systems
- Year: 2012
- Issue: 1
- 17
- 585
- Pages: 53-73
Influence of flange width and wall parameters on effectiveness of cold-formed steel Sigma-profile in bending behavior
- Year: 2013
- Issue: 1
- 4
- 577
- Pages: 97-102
Variational functionals for two-dimensional equilibrium and stability problems of Cosserat-Timoshenko elastic rods
- Year: 2013
- Issue: 1
- 12
- 611
- Pages: 87-96
The determination of the first critical load on particulate medium of sandy loam foundation
- Year: 2012
- Issue: 9
- 4
- 599
- Pages: 29-34
About analysis of large problems of structural mechanics on multi-core computers
- Year: 2013
- Issue: 5
- 3
- 583
- Pages: 116-124
Mathematical model of deformation of orthotropic reinforced shells of revolution
- Year: 2013
- Issue: 5
- 7
- 611
- Pages: 100-106
Analysis of the effect of elastic deformation of the mast on the positioning of antenna and radar equipment
- Year: 2013
- Issue: 5
- 2
- 579
- Pages: 52-58
Bearing capacity of compressed continuous and perforated thinwalled steel members of C-shaped cold-formed profiles
- Year: 2013
- Issue: 5
- 15
- 706
- Pages: 44-51
Analysis of the resistance of thin-walled cold-formed compressed steel members with closed cross-sections. Part 1
- Year: 2013
- Issue: 5
- 2
- 564
- Pages: 38-43
Evolutionary optimization of steel trusses with the nodal joints of rods
- Year: 2013
- Issue: 5
- 16
- 912
- Pages: 28-37
Joint action of masonry filling and monolithic reinforced concrete frame
- Year: 2013
- Issue: 5
- 7
- 642
- Pages: 20-27
Numerical analysis of large deformation by finite element method
- Year: 2013
- Issue: 9
- 20
- 736
- Pages: 64-68
Non-uniform torsion of thin-walled open-section multi-span beams
- Year: 2016
- Issue: 7
- 22
- 754
- Pages: 55-69
Optimization of frame structures with possibility оf emergency actions
- Year: 2013
- Issue: 9
- 10
- 723
- Pages: 23-29
Stress finite element models for determining the frequencies of free oscillations
- Year: 2016
- Issue: 7
- 19
- 783
- Pages: 39-54
Analysis of the Resistance of Thin-Walled Cold-Formed Compressed Steel Members with Closed Cross-sections. Part 2
- Year: 2014
- Issue: 1
- 6
- 680
- Pages: 53-58
Method of thermotechnical uniformity coefficient evaluation by analyzing thermograms
- Year: 2016
- Issue: 6
- 10
- 601
- Pages: 60-67
Influence of structural parameters of the masonry on effective elastic properties and strength
- Year: 2014
- Issue: 5
- 4
- 668
- Pages: 95-106
Computer modeling of tasks in dynamics of viscoelastic thinwalled elements in structures of variable thickness
- Year: 2014
- Issue: 5
- 2
- 571
- Pages: 83-94
Stress-strain behavior investigation of friction grip bolts in flange joints of trusses
- Year: 2014
- Issue: 5
- 15
- 698
- Pages: 54-62
Behavior of symmetric steel I-sections under combined bending and torsion actions allowing for plastic deformations
- Year: 2014
- Issue: 5
- 9
- 709
- Pages: 44-53
Bending, torsion and asymptotic analysis of the cantilever bar
- Year: 2014
- Issue: 5
- 5
- 598
- Pages: 37-43
Distribution capacity of sandy soils reinforced with geosynthetics
- Year: 2016
- Issue: 6
- 23
- 613
- Pages: 35-48
Calculations of strengthened open profile thin-walled element enclosing structures
- Year: 2014
- Issue: 8
- 5
- 553
- Pages: 49-56
Calculation of optimized methods of the river underwater pipeline backfill with the use of APMWinMachine 9.7
- Year: 2016
- Issue: 5
- 5
- 649
- Pages: 42-66
Improved numerical methods in reliability analysis of suspension roof joints
- Year: 2016
- Issue: 5
- 8
- 721
- Pages: 27-41
Radius estimation of camouflage cavity in the explosion of the heating element spherical charge in the rocks
- Year: 2008
- Issue: 1
- 4
- 449
- Pages: 44-50
Wind load resistance of multilayer walls supported floor-by-floor with a facing layer
- Year: 2015
- Issue: 8
- 8
- 959
- Pages: 38-43
The stiffness of rigid joints of beam with hollow section column
- Year: 2016
- Issue: 4
- 21
- 827
- Pages: 40-51
Reticular-stretched thermoprofile: a numerical and analytical study
- Year: 2015
- Issue: 5
- 6
- 576
- Pages: 74-85
Comparative analysis of analytical solutions to the problem of truss structure deflection
- Year: 2015
- Issue: 5
- 6
- 600
- Pages: 66-73
Analysis of the deflection of a strut-type lattice girder truss
- Year: 2015
- Issue: 5
- 9
- 708
- Pages: 58-65
Variational formulations for non-linear problems with independent rotational degrees of freedom
- Year: 2015
- Issue: 4
- 29
- 670
- Pages: 54-65
Calculation of the residual bearing capacity of reinforced concrete beams by the rigidity (deflection) criterion
- Year: 2015
- Issue: 4
- 8
- 605
- Pages: 45-53
Evaluation of installation efforts in metal coatings, allowing for assembly process
- Year: 2015
- Issue: 4
- 4
- 602
- Pages: 28-37
Surrogate modeling for initial rotational stiffness of welded tubular joints
- Year: 2016
- Issue: 3
- 20
- 648
- Pages: 53-76
Detailed characteristics of the near-wall flow containing unsteady viscous sublayer in smooth channel
- Year: 2016
- Issue: 3
- 2
- 643
- Pages: 40-52
Experimental justification of a way to increase complex technological effectiveness of steel rod structure
- Year: 2015
- Issue: 2
- 3
- 496
- Pages: 86-99
Load-to-failure bending test of wood composite beams connected by gang nail
- Year: 2015
- Issue: 2
- 17
- 645
- Pages: 77-85
Calculation method of bending plates with assuming shear deformations
- Year: 2019
- Issue: 1
- 45
- 799
- Pages: 107-122
Numerical Investigations of Notched C-Profile Compressed Members with Initial Imperfections
- Year: 2016
- Issue: 2
- 12
- 615
- Pages: 92-101
Method of initial functions in model of compression linearly deformable layered foundation under normal local load
- Year: 2015
- Issue: 1
- 8
- 589
- Pages: 91-96
Bending of geometrically nonlinear cantilever beam. Results obtained by Cosserat – Timoshenko and Kirchhoff’s rod theories
- Year: 2015
- Issue: 1
- 67
- 1220
- Pages: 39-55
Experimental research of I-beams under bending and torsion actions
- Year: 2015
- Issue: 1
- 27
- 830
- Pages: 24-31
Accounting for the elements stiffness change in the course of erection and operation
- Year: 2015
- Issue: 1
- 13
- 798
- Pages: 6-14
Influence of mechanochemical activation on the cement hydration features
- Year: 2016
- Issue: 2
- 25
- 647
- Pages: 3-12
Optimal design of 3d frame structures taking into account the stress and multiple natural frequency constraints
- Year: 2016
- Issue: 1
- 15
- 772
- Pages: 74-81
Design of cold-formed tension members using the CFSteel software
- Year: 2016
- Issue: 1
- 28
- 965
- Pages: 42-59
The exact formulas for calculating deflection and forces in the rods of the ’Molodechno’ truss with an arbitrary number of panels
- Year: 2016
- Issue: 1
- 10
- 752
- Pages: 33-41
Computational modelling of random distribution of stresses for wooden structures
- Year: 2017
- Issue: 1
- 22
- 656
- Pages: 23-33
Stress state of protective shells in the area of holes due to prestressed reinforcement curvature
- Year: 2017
- Issue: 2
- 15
- 602
- Pages: 33-41
The functional of additional energy for stability analysis of spatial rod systems
- Year: 2017
- Issue: 2
- 14
- 574
- Pages: 18-32
Deformations of steel roof trusses under shock emergency action
- Year: 2017
- Issue: 5
- 13
- 548
- Pages: 3-13
Stress-strain state of precast and cast-in place buildings
- Year: 2017
- Issue: 6
- 21
- 576
- Pages: 175-184
Oriented particle boards: effect of the tangential load component
- Year: 2017
- Issue: 6
- 6
- 522
- Pages: 33-42
Stress-strain state of clamped rectangular Reissner plates
- Year: 2017
- Issue: 8
- 19
- 572
- Pages: 225-240
Flat rod systems: optimization with overall stability control
- Year: 2017
- Issue: 8
- 18
- 629
- Pages: 181-192
Stress-strain state of three-layered shallow shells under conditions of nonlinear creep
- Year: 2017
- Issue: 8
- 20
- 600
- Pages: 156-168
Bearing capacity of rafter systems made of steel thin-walled structures in attic roofs
- Year: 2017
- Issue: 8
- 24
- 630
- Pages: 28-39
Alternative engineering of steel girder cages by geometrical methods
- Year: 2018
- Issue: 2
- 32
- 607
- Pages: 3-15