Latest issues
- 2024, Volume 17 Issue 6
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Articles from section "Structural mechanics"
Artificial intelligence models for determining the strength of centrally compressed pipe-concrete columns with square cross-section
- Year: 2024
- Volume: 17
- Issue: 6
- 6
- 115
- Pages: 13008-13008
Simplified method for estimating the first natural frequency of a symmetric arch truss
- Year: 2024
- Volume: 17
- Issue: 6
- 78
- 819
- Pages: 13001-13001
Buckling of a viscoelastic anisotropic fiber reinforced plate under rapidly increasing shear load
- Year: 2024
- Volume: 17
- Issue: 5
- 34
- 513
- Pages: 12910-12910
Cable roof with stiffening girder and flexible membrane shell
- Year: 2024
- Volume: 17
- Issue: 5
- 41
- 880
- Pages: 12902-12902
Deformation of box-sectional structures during torsion with bending
- Year: 2024
- Volume: 17
- Issue: 5
- 113
- 735
- Pages: 12901-12901
Numerical prediction of crack formation in historic masonry buildings
- Year: 2024
- Volume: 17
- Issue: 4
- 53
- 650
- Pages: 12805-12805
The beam finite element with five nodal degrees of freedom
- Year: 2024
- Volume: 17
- Issue: 4
- 91
- 761
- Pages: 12802-12802
Three-field FEM for analysis of thin elastic shells
- Year: 2024
- Volume: 17
- Issue: 3
- 59
- 864
- Pages: 12710-12710
Anisotropy in mechanical properties of 3D-printed layered concrete
- Year: 2024
- Volume: 17
- Issue: 3
- 42
- 927
- Pages: 12708-12708
Validating the predicted axial strength of FRP-reinforced concrete circular columns
- Year: 2024
- Volume: 17
- Issue: 2
- 596
- 1935
- Pages: 12603-12603
Dynamic characteristics of a reinforced concrete frame under vibration load conditions
- Year: 2024
- Volume: 17
- Issue: 2
- 58
- 833
- Pages: 12607-12607
Elastic local buckling of trapezoidal plates under linear stress gradients
- Year: 2024
- Volume: 17
- Issue: 2
- 45
- 832
- Pages: 12609-12609
Strength and stability of a pipe-concrete column of a high-rise building
- Year: 2024
- Volume: 17
- Issue: 2
- 121
- 1380
- Pages: 12601-12601
Fiber optics based system of monitoring load-bearing building structures
- Year: 2023
- Issue: 7
- 195
- 1620
- Pages: 12301-12301
Accounting of plastic deformations in the calculation of frames using the displacement method
- Year: 2023
- Issue: 6
- 48
- 934
- Pages: 12210-12210
Stress-strain conditions of steel rod structures nodes
- Year: 2023
- Issue: 6
- 88
- 1069
- Pages: 12201-12201
Triangular prism finite element based on piecewise constant stress approximations
- Year: 2023
- Issue: 5
- 63
- 1076
- Pages: 12105-12105
Parametric oscillations of a viscous-elastic orthotropic shell of variable thickness
- Year: 2023
- Issue: 4
- 67
- 1064
- Pages: 12010-12010
Stress-strain state of elastic shell based on mixed finite element
- Year: 2023
- Issue: 4
- 74
- 1222
- Pages: 12003-12003
Dynamic response characteristics of CFRP/steel-cylinder confined rubber cement mortar based on cyclic impact loading
- Year: 2023
- Issue: 3
- 53
- 1468
- Pages: 11905-11905
Numerical buckling calculation method for composite rods with semi-rigid ties
- Year: 2023
- Issue: 3
- 60
- 1681
- Pages: 11904-11904
Hexagonal rod pyramid: deformations and natural oscillation frequency
- Year: 2023
- Issue: 3
- 37
- 1345
- Pages: 11903-11903
Method for determining the thermal fluctuation constants of the generalized Zhurkov equation
- Year: 2023
- Issue: 2
- 35
- 1481
- Pages: 11804-11804
Nonlinear vibrations and dynamic stability of viscoelastic anisotropic fiber reinforced plates
- Year: 2023
- Issue: 2
- 67
- 1463
- Pages: 11811-11811
Neural prediction of mechanical properties of fiber-reinforced lightweight concrete containing silica fume and nano-silica
- Year: 2023
- Issue: 2
- 68
- 1640
- Pages: 11808-11808
Modelling of thin-walled members with restrained torsion considering the section properties
- Year: 2023
- Issue: 2
- 69
- 1678
- Pages: 11806-11806
Experimental behavior of novel GFRP reinforcing bars under compressive loads
- Year: 2023
- Issue: 2
- 51
- 1675
- Pages: 11805-11805
Numerical analysis of the buried fiber concrete slabs dynamics under blast loads
- Year: 2023
- Issue: 1
- 100
- 1816
- Pages: 11703-11703
Effect of uncertainties of shear wall on reliability of rehabilitated structure
- Year: 2023
- Issue: 1
- 113
- 1779
- Pages: 11701-11701
Elastic-plastic deformation of a round plate reinforced with stiffeners
- Year: 2022
- Issue: 8
- 56
- 1605
- Pages: 11613-11613
Stress condition of orthotropic vault structure with cylindrical anisotropy
- Year: 2022
- Issue: 8
- 49
- 1315
- Pages: 11605-11605
Compressive strength prediction model of lightweight high-strength concrete
- Year: 2022
- Issue: 7
- 85
- 1653
- Pages: 11512-11512
Topology design of plane bar systems based on polygonal discretization
- Year: 2022
- Issue: 7
- 43
- 1371
- Pages: 11508-11508
Contact interaction of multilayer slabs with an inhomogeneous base
- Year: 2022
- Issue: 7
- 41
- 1538
- Pages: 11504-11504
Shear strengthening of RC beam using RFRP composites
- Year: 2022
- Issue: 6
- 105
- 1971
- Pages: 11401-11401
Physically nonlinear shell deformation based on three-dimensional finite elements
- Year: 2022
- Issue: 5
- 45
- 1604
- Pages: 11314-11314
Effect of temperature on permanent deformation of polymer-modified asphalt mixture
- Year: 2022
- Issue: 5
- 52
- 1847
- Pages: 11309-11309
Thermal stresses at the early stage of the hardening of steel-fiber reinforced concrete
- Year: 2022
- Issue: 5
- 59
- 1650
- Pages: 11304-11304
Rubber concrete beams under the action of transverse bending
- Year: 2022
- Issue: 5
- 84
- 1958
- Pages: 11301-11301
Flexural behavior of 60 m UHPC pre-stressed box girder
- Year: 2022
- Issue: 4
- 93
- 1991
- Pages: 11212-11212
Detection and prediction of weak points of a frozen wall based on grey theory
- Year: 2022
- Issue: 3
- 46
- 1974
- Pages: 11103-11103
High-strength steel effects on the behavior of special shear walls
- Year: 2022
- Issue: 3
- 60
- 1836
- Pages: 11102-11102
Behavior of heat damaged reinforced recycled aggregate concrete beams repaired with NSM-CFRP strips
- Year: 2022
- Issue: 3
- 56
- 2014
- Pages: 11106-11106
Analytical estimation of the first natural frequency and analysis of a planar regular truss oscillation spectrum
- Year: 2022
- Issue: 3
- 61
- 1906
- Pages: 11114-11114
Structural health monitoring by merging dynamic response data
- Year: 2022
- Issue: 3
- 67
- 1879
- Pages: 11111-11111
Flexural behavior of partially composite concrete-encased steel tubular beams
- Year: 2022
- Issue: 3
- 71
- 1971
- Pages: 11105-11105
Limit states design theory based on critical energy levels criterion in force method form
- Year: 2022
- Issue: 3
- 97
- 2000
- Pages: 11101-11101
Performance of elastomeric seismic isolators under long-period earthquakes
- Year: 2022
- Issue: 2
- 219
- 2543
- Pages: 11014-11014
The behaviour of thin-walled beam with restrained torsion
- Year: 2022
- Issue: 2
- 80
- 2085
- Pages: 11009-11009
The site effect investigation using nonlinear and Iranian seismic code methods in Babol city
- Year: 2022
- Issue: 2
- 48
- 1920
- Pages: 11008-11008
Application of artificial neural networks for prediction of concrete properties
- Year: 2022
- Issue: 2
- 66
- 2133
- Pages: 11007-11007
Numerical shear of post-tensioned beams with inverted-U shaped reinforcements
- Year: 2022
- Issue: 2
- 82
- 2169
- Pages: 11006-11006
Finite element models based on the approximation of discontinuous stress fields
- Year: 2022
- Issue: 2
- 71
- 2156
- Pages: 11004-11004
Impact of elevated temperature on the shear behavior of strengthened RC beams
- Year: 2022
- Issue: 2
- 75
- 1918
- Pages: 11002-11002
The strength of fly ash concrete of experimental design
- Year: 2022
- Issue: 1
- 106
- 2273
- Pages: 10911-10911
Algorithm for building structures optimization based on Lagrangian functions
- Year: 2022
- Issue: 1
- 92
- 2328
- Pages: 10910-10910
The shear behavior of Anchored CFRP Strengthened RC beams
- Year: 2022
- Issue: 1
- 58
- 2243
- Pages: 10905-10905
Deformation criteria for reinforced concrete frames under accidental actions
- Year: 2022
- Issue: 1
- 272
- 2593
- Pages: 10902-10902
Differential characteristics of concrete in centrifugally spun and vibrospun building structures
- Year: 2021
- Issue: 8
- 79
- 2086
- Pages: 10812-10812
Effective seismic response control of buildings with sliding bearings
- Year: 2021
- Issue: 8
- 50
- 2052
- Pages: 10809-10809
Behavior of CFT steel columns damaged by thermal shock
- Year: 2021
- Issue: 8
- 29
- 1826
- Pages: 10808-10808
Physical and mechanical properties of construction and demolition waste
- Year: 2021
- Issue: 8
- 122
- 2289
- Pages: 10804-10804
Isotropic damage model to simulate failure in reinforced concrete beam
- Year: 2021
- Issue: 7
- 53
- 2281
- Pages: 10714-10714
Long-term strength of polyethylene pipes with increased temperature resistance without reinforcement
- Year: 2021
- Issue: 7
- 70
- 1948
- Pages: 10712-10712
Arbitrary quadrangular finite element for plates with shear deformations
- Year: 2021
- Issue: 7
- 56
- 1721
- Pages: 10707-10707
Algorithm of correcting bimoments in calculations of thin-walled bar systems
- Year: 2021
- Issue: 7
- 35
- 1824
- Pages: 10706-10706
Methodology for solving parametric optimization problems of steel structures
- Year: 2021
- Issue: 7
- 95
- 2228
- Pages: 10705-10705
Structural reliability analysis using evidence theory and fuzzy probability distributions
- Year: 2021
- Issue: 7
- 93
- 2740
- Pages: 10704-10704
Performance of composite connections strengthened with CFRP laminate
- Year: 2021
- Issue: 6
- 92
- 1836
- Pages: 10614-10614
Impact of elevated temperature on the behavior of strengthened RC beams with CFRP
- Year: 2021
- Issue: 6
- 30
- 1739
- Pages: 10612-10612
Analytical approach to stress-strain analysis of right and oblique helicoid structures
- Year: 2021
- Issue: 6
- 56
- 2167
- Pages: 10609-10609
Behavior of composite steel plate-sustainable concrete slabs under impact loading
- Year: 2021
- Issue: 6
- 56
- 2657
- Pages: 10604-10604
Formation of a software calculation model for restoring building structures after a fire
- Year: 2021
- Issue: 6
- 62
- 2044
- Pages: 10603-10603
Effect of vertical circular openings on flexural strength of reinforced concrete beam
- Year: 2021
- Issue: 6
- 133
- 2767
- Pages: 10601-10601
Plastic behavior particularities of structures subjected to seismic loads
- Year: 2021
- Issue: 5
- 100
- 2867
- Pages: 10513-10513
Long-term properties of cement mortar under compression, tension, and 3-point bending
- Year: 2021
- Issue: 5
- 74
- 2233
- Pages: 10511-10511
Stress condition of brick barrel vaults in view of anisotropic properties
- Year: 2021
- Issue: 5
- 113
- 1990
- Pages: 10509-10509
Determining the peat soil dynamic properties using geophysical methods
- Year: 2021
- Issue: 5
- 54
- 2908
- Pages: 10508-10508
The impact of depth on shear behavior of strengthened beams
- Year: 2021
- Issue: 5
- 96
- 2772
- Pages: 10501-10501
Dynamic tests and monitoring of the dynamic state of buildings and structures based on microseismic vibrations
- Year: 2021
- Issue: 4
- 42
- 1984
- Pages: 10410-10410
Experimental characterization of brick masonry for lateral strength evaluation
- Year: 2021
- Issue: 4
- 73
- 2341
- Pages: 10409-10409
Revamp of supporting surfaces of turbogenerating sets foundation frames by composite materials
- Year: 2021
- Issue: 4
- 34
- 2215
- Pages: 10408-10408
The location of supports under the monolithic reinforced concrete slabs optimization
- Year: 2021
- Issue: 4
- 92
- 2492
- Pages: 10404-10404
Bending of stiffened plates considering different stiffeners orientations
- Year: 2021
- Issue: 3
- 77
- 2026
- Pages: 10310-10310
The behavior of CFRP strengthened RC beams subjected to blast loading
- Year: 2021
- Issue: 3
- 120
- 3002
- Pages: 10309-10309
Mechanical safety of reinforced concrete frames under complex emergency actions
- Year: 2021
- Issue: 3
- 115
- 2663
- Pages: 10306-10306
Reinforced concrete beams strength under power and environmental influences
- Year: 2021
- Issue: 3
- 249
- 3102
- Pages: 10303-10303
Elasto-plastic progressive collapse analysis based on the integration of the equations of motion
- Year: 2021
- Issue: 2
- 146
- 2744
- Pages: 10214-10214
Dynamic response of structures located in near-field and far-field regions using IDA and MIDA
- Year: 2021
- Issue: 2
- 58
- 2094
- Pages: 10215-10215
Analytical calculation of deflection of a planar truss with a triple lattice
- Year: 2021
- Issue: 2
- 58
- 2287
- Pages: 10211-10211
Setting seismic input characteristics required for designing
- Year: 2021
- Issue: 2
- 62
- 2297
- Pages: 10209-10209
Numerical investigation of truss-shaped braces in eccentrically braced steel frames
- Year: 2021
- Issue: 2
- 61
- 2280
- Pages: 10208-10208
Performance of two-way hinges in reinforced concrete structures
- Year: 2021
- Issue: 2
- 141
- 3044
- Pages: 10204-10204
Bearing capacity of eccentrically compressed bisteel columns
- Year: 2021
- Issue: 2
- 99
- 2845
- Pages: 10201-10201
Strength of concrete columns reinforced with Glass fiber reinforced polymer
- Year: 2021
- Issue: 1
- 146
- 3188
- Pages: 10108-10108
Behavior of light-gauge steel beams filled with recycled concrete
- Year: 2021
- Issue: 1
- 269
- 4793
- Pages: 10102-10102
Cold-formed steel joints with partial warping restraint
- Year: 2021
- Issue: 1
- 103
- 2388
- Pages: 10101-10101
Free vibration of axially loaded multi-cracked Timoshenko beams
- Year: 2020
- Issue: 8
- 97
- 2793
- Pages: 10002-10002
Frictional contact problem in building constructions analysis
- Year: 2020
- Issue: 8
- 103
- 2419
- Pages: 10001-10001
Deformations during drying of wooden corner elements of I-beams
- Year: 2020
- Issue: 7
- 46
- 2125
- Pages: 9913-9913
Flange connections with high-strength bolts with technological heredity of bolts
- Year: 2020
- Issue: 7
- 96
- 2663
- Pages: 9912-9912
Bending torsion in Γ-shaped rigid and warping hinge joints
- Year: 2020
- Issue: 7
- 83
- 2187
- Pages: 9909-9909
Bearing capacity of drilled shaft in intermediate geomaterials
- Year: 2020
- Issue: 7
- 80
- 2337
- Pages: 9908-9908
Earth pressure reduction on retaining walls using EPS geofoam
- Year: 2020
- Issue: 7
- 139
- 3009
- Pages: 9904-9904
Improved gradient projection method for parametric optimisation of bar structures
- Year: 2020
- Issue: 6
- 62
- 2255
- Pages: 9812-9812
Stress-strain state of Insulated Glass Unit in structural glazing systems
- Year: 2020
- Issue: 6
- 82
- 2909
- Pages: 9808-9808
Theory of determining the frequency of natural oscillations of span structures
- Year: 2020
- Issue: 6
- 70
- 2461
- Pages: 9803-9803
Assessment of the tornado impact on the Chernobyl new safe confinement
- Year: 2020
- Issue: 5
- 82
- 2213
- Pages: 9711-9711
Behavior of CFRP strengthened columns damaged by thermal shock
- Year: 2020
- Issue: 5
- 50
- 2215
- Pages: 9708-9708
Seismic behavior of end walls in RC tall buildings with torsional irregularity
- Year: 2020
- Issue: 5
- 130
- 2586
- Pages: 9707-9707
Stress-strain state of the precast monolithic bent element
- Year: 2020
- Issue: 5
- 41
- 2247
- Pages: 9706-9706
Optimisation of steel trusses with a choice of multi-stage prestressing conditions
- Year: 2020
- Issue: 5
- 70
- 2472
- Pages: 9705-9705
Bearing capacity equations of piles in weathered claystone and sandstone
- Year: 2020
- Issue: 5
- 77
- 2554
- Pages: 9704-9704
Behavior of concrete beams reinforced with fiberglass composite rebar under load
- Year: 2020
- Issue: 5
- 128
- 2501
- Pages: 9703-9703
Stress-strain state of bending reinforced beams with cracks
- Year: 2020
- Issue: 5
- 172
- 3266
- Pages: 9701-9701
Spatial natural vibrations of viscoelastic axisymmetric structures
- Year: 2020
- Issue: 4
- 56
- 2227
- Pages: 118-128
Analytical dependence of the deflection of the spatial truss on the number of panels
- Year: 2020
- Issue: 4
- 64
- 2702
- Pages: 110-117
Radiation changes of concrete aggregates under the influence of gamma radiation
- Year: 2020
- Issue: 4
- 68
- 2649
- Pages: 94-109
Impact of anchored CFRP on the torsional and bending behaviour of RC beams
- Year: 2020
- Issue: 4
- 67
- 2551
- Pages: 79-93
A probabilistic approach to estimation of the ultimate load of end-bearing piles on settlement criterion
- Year: 2020
- Issue: 4
- 80
- 2773
- Pages: 70-78
Method of plates stability analysis based on the moments approximations
- Year: 2020
- Issue: 3
- 75
- 2784
- Pages: 90-103
Stability of fixed-fixed shallow arches under arbitrary radial and vertical forces
- Year: 2020
- Issue: 3
- 80
- 2736
- Pages: 31-41
Seismic design philosophy of special steel plate shear walls
- Year: 2020
- Issue: 3
- 191
- 2873
- Pages: 3-18
Computational modeling of yielding octagonal connection for concentrically braced frames
- Year: 2020
- Issue: 2
- 145
- 3025
- Pages: 31-53
Impact behavior of rehabilitated post-tensioned slabs previously damaged by impact loading
- Year: 2020
- Issue: 1
- 134
- 2870
- Pages: 134-146
Load-carrying capacity of timber-concrete composite panels
- Year: 2020
- Issue: 1
- 181
- 4213
- Pages: 60-70
Effects of model-based design and loading on responses of base-isolated structures
- Year: 2019
- Issue: 8
- 89
- 2658
- Pages: 142-154
Algorithm for shear flows in arbitrary cross-sections of thin-walled bars
- Year: 2019
- Issue: 8
- 198
- 3684
- Pages: 3-26
Equilibrium finite elements for plane problems of the elasticity theory
- Year: 2019
- Issue: 7
- 91
- 3010
- Pages: 80-97
Dynamics of a physically nonlinear viscoelastic cylindrical shell with a concentrated mass
- Year: 2019
- Issue: 7
- 90
- 3216
- Pages: 39-48
Modelling of contact interaction of structures with the base under dynamic loading
- Year: 2019
- Issue: 5
- 131
- 3163
- Pages: 167-178
The modeling method of discrete cracks and rigidity in reinforced concrete
- Year: 2019
- Issue: 4
- 214
- 3713
- Pages: 60-69
The compatibility of deformation of the hollow-core slab with beams
- Year: 2019
- Issue: 3
- 77
- 3007
- Pages: 93-102
The semi-shear theory of V.I. Slivker for the stability problems of thin-walled bars
- Year: 2019
- Issue: 3
- 132
- 3600
- Pages: 66-79
Bearing capacity of fastener steel tube full hall scaffolds
- Year: 2019
- Issue: 3
- 65
- 3110
- Pages: 35-45
The effect of perforations on the deformability of welded beam with corrugated webs
- Year: 2019
- Issue: 3
- 122
- 3387
- Pages: 18-34
The mathematical simulator of deformation of nonlinear elastic ribbed shells under big displacements
- Year: 2009
- Issue: 6
- 15
- 2324
- Pages: 16-24
The durability and stability of the elastic orthotropic and isotropic ribbed shells. I
- Year: 2009
- Issue: 7
- 13
- 2379
- Pages: 55-64
Mathematical modelling of orthotropic and isotropic ribbed shells deformation taking into account the creep of material
- Year: 2009
- Issue: 7
- 5
- 2358
- Pages: 46-54
The calculation of industrial floors sructures adjusted for the dynamic force of loads from hosting transport moving
- Year: 2009
- Issue: 7
- 26
- 2432
- Pages: 41-45
The durability and stability of the elastic orthotropic and isotropic ribbed shells. II
- Year: 2009
- Issue: 8
- 8
- 2161
- Pages: 31-39
Method of constructive anisotropy for the orthotropic and isotropic ribbed shells
- Year: 2009
- Issue: 8
- 13
- 2297
- 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
- 5
- 2196
- Pages: 47-54
Nonlinear equations of ribbed shells balance taking into account the different properties of material
- Year: 2010
- Issue: 2
- 9
- 2395
- Pages: 36-44
Nonlinear equations of ribbed shells motion taking into account the different properties of the material. II
- Year: 2010
- Issue: 2
- 7
- 2366
- Pages: 45-48
Mathematical and computer simulation of nonlinear free vibrations of elastic shallow shells with step-variable thickness
- Year: 2010
- Issue: 4
- 11
- 2419
- Pages: 38-48
Experimental analysis and flexural behavior of reinforced-concrete beams reinforced with Glass-fiber-reinforced-polymers
- Year: 2010
- Issue: 4
- 24
- 2222
- Pages: 5-12
Mathematic models of nonlinear dynamics problems of viscoelastic orthotropic plates and shells of variable thickness
- Year: 2010
- Issue: 6
- 10
- 2506
- Pages: 38-47
The durability and stability of the elastic orthotropic and isotropic ribbed shells. III
- Year: 2010
- Issue: 6
- 8
- 2333
- Pages: 23-37
Concerning the borrowing of material from the publications of V. V. Karpov by V. M. Zhgoutov
- Year: 2011
- Issue: 2
- 11
- 1947
- Pages: 72-72
Mathematical modelling deflected mode of flexible shells anchored along the contour
- Year: 2011
- Issue: 3
- 11
- 2204
- Pages: 28-31
Finite element calculation model of thin-walled cold-formed profile in software package SCAD Office
- Year: 2011
- Issue: 3
- 27
- 2507
- Pages: 36-46
Finite element modelling of open section perforated thin-walled studs made from thin-walled steel profiles
- Year: 2011
- Issue: 3
- 15
- 2108
- Pages: 32-35
The problem of bending the thick orthotropic plate of three-dimensional formulation
- Year: 2011
- Issue: 4
- 24
- 2598
- Pages: 40-47
Substantive provisions of Numeral-analytical boundary elements method
- Year: 2011
- Issue: 4
- 15
- 2715
- Pages: 33-39
Partially rib precast and cast-in-situ floors with cellular-concrete blocks
- Year: 2011
- Issue: 6
- 133
- 3665
- Pages: 50-55
Comparison of nonlinear dynamic analyses performed by both single and multi degree of freedom system
- Year: 2011
- Issue: 6
- 40
- 2653
- Pages: 23-27
Method of specific energy for determination mechanical characteristics of structural steel
- Year: 2011
- Issue: 7
- 8
- 2581
- Pages: 11-17
The finite elements for design of building walling made of thin-walled beams
- Year: 2011
- Issue: 8
- 56
- 3035
- Pages: 69-80
About the continuous spectrum of vibrations of beam construction elements under high-frequency effects
- Year: 2012
- Issue: 1
- 13
- 2672
- Pages: 91-97
Mathematical deformation models of variable thickness shells with calculation of different materials` behaviour
- Year: 2012
- Issue: 1
- 12
- 2567
- Pages: 79-90
The Finite Elements Research for Calculation of Thin-Walled Bar Systems
- Year: 2012
- Issue: 1
- 45
- 2946
- 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
- 14
- 2359
- Pages: 97-102
Variational functionals for two-dimensional equilibrium and stability problems of Cosserat-Timoshenko elastic rods
- Year: 2013
- Issue: 1
- 25
- 2898
- Pages: 87-96
On the decision of contact problems of structural mechanics with unilateral constraints and friction by step-by-step analysis
- Year: 2013
- Issue: 1
- 14
- 2808
- Pages: 75-81
The determination of the first critical load on particulate medium of sandy loam foundation
- Year: 2012
- Issue: 9
- 13
- 2416
- Pages: 29-34
About analysis of large problems of structural mechanics on multi-core computers
- Year: 2013
- Issue: 5
- 22
- 2622
- Pages: 116-124
Mathematical model of deformation of orthotropic reinforced shells of revolution
- Year: 2013
- Issue: 5
- 16
- 3583
- 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
- 9
- 2449
- Pages: 52-58
Bearing capacity of compressed continuous and perforated thinwalled steel members of C-shaped cold-formed profiles
- Year: 2013
- Issue: 5
- 35
- 2885
- 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
- 11
- 2490
- Pages: 38-43
Evolutionary optimization of steel trusses with the nodal joints of rods
- Year: 2013
- Issue: 5
- 43
- 4366
- Pages: 28-37
Joint action of masonry filling and monolithic reinforced concrete frame
- Year: 2013
- Issue: 5
- 24
- 2592
- Pages: 20-27
Numerical analysis of large deformation by finite element method
- Year: 2013
- Issue: 9
- 47
- 2843
- Pages: 64-68
Non-uniform torsion of thin-walled open-section multi-span beams
- Year: 2016
- Issue: 7
- 65
- 3368
- Pages: 55-69
Optimization of frame structures with possibility оf emergency actions
- Year: 2013
- Issue: 9
- 36
- 2916
- Pages: 23-29
Stress finite element models for determining the frequencies of free oscillations
- Year: 2016
- Issue: 7
- 32
- 2967
- 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
- 14
- 2689
- Pages: 53-58
Method of thermotechnical uniformity coefficient evaluation by analyzing thermograms
- Year: 2016
- Issue: 6
- 18
- 2869
- Pages: 60-67
Influence of structural parameters of the masonry on effective elastic properties and strength
- Year: 2014
- Issue: 5
- 16
- 2502
- Pages: 95-106
Computer modeling of tasks in dynamics of viscoelastic thinwalled elements in structures of variable thickness
- Year: 2014
- Issue: 5
- 12
- 2389
- Pages: 83-94
Stress-strain behavior investigation of friction grip bolts in flange joints of trusses
- Year: 2014
- Issue: 5
- 26
- 2838
- Pages: 54-62
Behavior of symmetric steel I-sections under combined bending and torsion actions allowing for plastic deformations
- Year: 2014
- Issue: 5
- 16
- 2646
- Pages: 44-53
Bending, torsion and asymptotic analysis of the cantilever bar
- Year: 2014
- Issue: 5
- 18
- 2392
- Pages: 37-43
Distribution capacity of sandy soils reinforced with geosynthetics
- Year: 2016
- Issue: 6
- 33
- 2864
- Pages: 35-48
Calculations of strengthened open profile thin-walled element enclosing structures
- Year: 2014
- Issue: 8
- 12
- 2601
- Pages: 49-56
Calculation of optimized methods of the river underwater pipeline backfill with the use of APMWinMachine 9.7
- Year: 2016
- Issue: 5
- 9
- 2958
- Pages: 42-66
Improved numerical methods in reliability analysis of suspension roof joints
- Year: 2016
- Issue: 5
- 24
- 3441
- Pages: 27-41
Radius estimation of camouflage cavity in the explosion of the heating element spherical charge in the rocks
- Year: 2008
- Issue: 1
- 12
- 2168
- Pages: 44-50
Wind load resistance of multilayer walls supported floor-by-floor with a facing layer
- Year: 2015
- Issue: 8
- 29
- 4672
- Pages: 38-43
The stiffness of rigid joints of beam with hollow section column
- Year: 2016
- Issue: 4
- 98
- 3896
- Pages: 40-51
Reticular-stretched thermoprofile: a numerical and analytical study
- Year: 2015
- Issue: 5
- 11
- 2731
- Pages: 74-85
Comparative analysis of analytical solutions to the problem of truss structure deflection
- Year: 2015
- Issue: 5
- 22
- 2961
- Pages: 66-73
Analysis of the deflection of a strut-type lattice girder truss
- Year: 2015
- Issue: 5
- 24
- 3336
- Pages: 58-65
Variational formulations for non-linear problems with independent rotational degrees of freedom
- Year: 2015
- Issue: 4
- 50
- 2870
- Pages: 54-65
Calculation of the residual bearing capacity of reinforced concrete beams by the rigidity (deflection) criterion
- Year: 2015
- Issue: 4
- 21
- 2812
- Pages: 45-53
Evaluation of installation efforts in metal coatings, allowing for assembly process
- Year: 2015
- Issue: 4
- 11
- 2798
- Pages: 28-37
Surrogate modeling for initial rotational stiffness of welded tubular joints
- Year: 2016
- Issue: 3
- 44
- 3318
- Pages: 53-76
Detailed characteristics of the near-wall flow containing unsteady viscous sublayer in smooth channel
- Year: 2016
- Issue: 3
- 7
- 2859
- Pages: 40-52
Experimental justification of a way to increase complex technological effectiveness of steel rod structure
- Year: 2015
- Issue: 2
- 5
- 2572
- Pages: 86-99
Load-to-failure bending test of wood composite beams connected by gang nail
- Year: 2015
- Issue: 2
- 50
- 3099
- Pages: 77-85
Calculation method of bending plates with assuming shear deformations
- Year: 2019
- Issue: 1
- 63
- 3139
- Pages: 107-122
Numerical Investigations of Notched C-Profile Compressed Members with Initial Imperfections
- Year: 2016
- Issue: 2
- 35
- 3100
- Pages: 92-101
Method of initial functions in model of compression linearly deformable layered foundation under normal local load
- Year: 2015
- Issue: 1
- 23
- 2668
- Pages: 91-96
Bending of geometrically nonlinear cantilever beam. Results obtained by Cosserat – Timoshenko and Kirchhoff’s rod theories
- Year: 2015
- Issue: 1
- 155
- 5580
- Pages: 39-55
Experimental research of I-beams under bending and torsion actions
- Year: 2015
- Issue: 1
- 60
- 3339
- Pages: 24-31
Determination of residual load-bearing capacity of concrete beams at the operation stage by the strength reinforcement and concrete criterion
- Year: 2015
- Issue: 1
- 24
- 3168
- Pages: 15-23
Accounting for the elements stiffness change in the course of erection and operation
- Year: 2015
- Issue: 1
- 37
- 3305
- Pages: 6-14
Influence of mechanochemical activation on the cement hydration features
- Year: 2016
- Issue: 2
- 67
- 3058
- Pages: 3-12
Optimal design of 3d frame structures taking into account the stress and multiple natural frequency constraints
- Year: 2016
- Issue: 1
- 34
- 3240
- Pages: 74-81
Design of cold-formed tension members using the CFSteel software
- Year: 2016
- Issue: 1
- 65
- 3589
- 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
- 22
- 3283
- Pages: 33-41
Computational modelling of random distribution of stresses for wooden structures
- Year: 2017
- Issue: 1
- 39
- 2950
- Pages: 23-33
Stress state of protective shells in the area of holes due to prestressed reinforcement curvature
- Year: 2017
- Issue: 2
- 29
- 2999
- Pages: 33-41
The functional of additional energy for stability analysis of spatial rod systems
- Year: 2017
- Issue: 2
- 30
- 2645
- Pages: 18-32
Deformations of steel roof trusses under shock emergency action
- Year: 2017
- Issue: 5
- 23
- 2687
- Pages: 3-13
Stress-strain state of precast and cast-in place buildings
- Year: 2017
- Issue: 6
- 37
- 2697
- Pages: 175-184
Oriented particle boards: effect of the tangential load component
- Year: 2017
- Issue: 6
- 14
- 2476
- Pages: 33-42
Stress-strain state of clamped rectangular Reissner plates
- Year: 2017
- Issue: 8
- 32
- 2510
- Pages: 225-240
Flat rod systems: optimization with overall stability control
- Year: 2017
- Issue: 8
- 35
- 2951
- Pages: 181-192
Stress-strain state of three-layered shallow shells under conditions of nonlinear creep
- Year: 2017
- Issue: 8
- 35
- 2836
- Pages: 156-168
Bearing capacity of rafter systems made of steel thin-walled structures in attic roofs
- Year: 2017
- Issue: 8
- 50
- 2921
- Pages: 28-39
Alternative engineering of steel girder cages by geometrical methods
- Year: 2018
- Issue: 2
- 62
- 2582
- Pages: 3-15