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- 2026,Volume 19Issue 4
- 2026,Volume 19Issue 3 Full text
- 2026,Volume 19Issue 2 Full text
- 2026,Volume 19Issue 1 Full text
Articles from section "Structural mechanics"
Finite element approach for reinforced concrete beam cracking
- Year: 2026
- Volume: 19
- Issue: 4
- 32
- 350
- Pages: 14409-14409
Effects of three types of concretes on the dynamic performance of helical shell structure through finite element method
- Year: 2026
- Volume: 19
- Issue: 4
- 16
- 426
- Pages: 14403-14403
Experimental and numerical investigation into the properties of silicone bonded connections in façade structures
- Year: 2026
- Volume: 19
- Issue: 4
- 38
- 392
- Pages: 14402-14402
Influence of cross-section shape on the stress-strain state of centrally compressed reinforced concrete columns
- Year: 2026
- Volume: 19
- Issue: 4
- 46
- 390
- Pages: 14401-14401
Modeling of stress-strain state of reinforced concrete slabs taking into account physical nonlinearity
- Year: 2026
- Volume: 19
- Issue: 3
- 38
- 759
- Pages: 14306-14306
Torsion of a base-isolated building subjected to rotational components of earthquakes
- Year: 2026
- Volume: 19
- Issue: 3
- 52
- 732
- Pages: 14310-14310
Effects of near-fault and far-fault earthquakes on the site response
- Year: 2026
- Volume: 19
- Issue: 3
- 32
- 659
- Pages: 14303-14303
Autogenous shrinkage and stress-strain state of massive foundation slab
- Year: 2026
- Volume: 19
- Issue: 2
- 31
- 898
- Pages: 14204-14204
Comparison of single-field and three-field fem in nonlinear shell calculations
- Year: 2026
- Volume: 19
- Issue: 1
- 31
- 926
- Pages: 14109-14109
Structural behavior of ultra-high performance concrete beams with different rebar and fiber reinforcement ratios
- Year: 2025
- Volume: 18
- Issue: 7
- 56
- 1524
- Pages: 13908-13908
Behavior of white wood at elevated temperatures: insights from numerical and experimental studies
- Year: 2025
- Volume: 18
- Issue: 7
- 50
- 1665
- Pages: 13903-13903
Parameter identification of the concrete damaged plasticity model
- Year: 2025
- Volume: 18
- Issue: 6
- 91
- 1942
- Pages: 13808-13808
Finite element analysis of fatigue damaged reinforced concrete one-way slabs repaired with CFRP sheets
- Year: 2025
- Volume: 18
- Issue: 6
- 78
- 1806
- Pages: 13805-13805
Contact of swivel construction spherical hinge
- Year: 2025
- Volume: 18
- Issue: 5
- 35
- 1850
- Pages: 13706-13706
Evaluating the structural safety of steel frames using a probabilistic robustness index
- Year: 2025
- Volume: 18
- Issue: 5
- 68
- 2230
- Pages: 13709-13709
Nonlinear seismic response of a reinforced concrete large-panel precast building
- Year: 2025
- Volume: 18
- Issue: 3
- 123
- 4972
- Pages: 13508-13508
Composite wooden beams performance under short-term loading
- Year: 2025
- Volume: 18
- Issue: 3
- 80
- 4715
- Pages: 13506-13506
Rectangular flat finite element for modeling the process of crack formation
- Year: 2025
- Volume: 18
- Issue: 3
- 129
- 5035
- Pages: 13502-13502
An investigation on the nonlinear dynamic behavior of reinforced concrete shear wall under seismic loading
- Year: 2025
- Volume: 18
- Issue: 2
- 122
- 4968
- Pages: 13409-13409
Bending of orthotropic scalene triangle plates: finite difference modeling
- Year: 2025
- Volume: 18
- Issue: 2
- 126
- 5200
- Pages: 13407-13407
Simplified finite element model for rectangular CFST columns strength calculation under eccentric compression
- Year: 2025
- Volume: 18
- Issue: 2
- 129
- 5339
- Pages: 13406-13406
Dynamic behavior of a reinforced concrete slab of a pedestrian bridge with stiff rebars
- Year: 2025
- Volume: 18
- Issue: 1
- 113
- 5585
- Pages: 13303-13303
Dynamic behavior of power transmission line supports under wind influence
- Year: 2025
- Volume: 18
- Issue: 1
- 106
- 5605
- Pages: 13301-13301
Dynamic and statically equivalent approaches for analysis of the turbine foundations under the emergency load
- Year: 2025
- Volume: 18
- Issue: 1
- 188
- 4873
- Pages: 13309-13309
Energetic basis in rational constructions projection
- Year: 2024
- Volume: 17
- Issue: 8
- 51
- 5071
- Pages: 13205-13205
Mathematical model of foam expansion rate generated in sprinklers
- Year: 2024
- Volume: 17
- Issue: 7
- 100
- 4362
- Pages: 13102-13102
Artificial intelligence models for determining the strength of centrally compressed pipe-concrete columns with square cross-section
- Year: 2024
- Volume: 17
- Issue: 6
- 55
- 4638
- Pages: 13008-13008
Simplified method for estimating the first natural frequency of a symmetric arch truss
- Year: 2024
- Volume: 17
- Issue: 6
- 140
- 5290
- Pages: 13001-13001
Buckling of a viscoelastic anisotropic fiber reinforced plate under rapidly increasing shear load
- Year: 2024
- Volume: 17
- Issue: 5
- 67
- 4111
- Pages: 12910-12910
Cable roof with stiffening girder and flexible membrane shell
- Year: 2024
- Volume: 17
- Issue: 5
- 76
- 4724
- Pages: 12902-12902
Deformation of box-sectional structures during torsion with bending
- Year: 2024
- Volume: 17
- Issue: 5
- 153
- 5093
- Pages: 12901-12901
Numerical prediction of crack formation in historic masonry buildings
- Year: 2024
- Volume: 17
- Issue: 4
- 88
- 4702
- Pages: 12805-12805
The beam finite element with five nodal degrees of freedom
- Year: 2024
- Volume: 17
- Issue: 4
- 113
- 4745
- Pages: 12802-12802
Three-field FEM for analysis of thin elastic shells
- Year: 2024
- Volume: 17
- Issue: 3
- 72
- 4488
- Pages: 12710-12710
Anisotropy in mechanical properties of 3D-printed layered concrete
- Year: 2024
- Volume: 17
- Issue: 3
- 88
- 6186
- Pages: 12708-12708
Validating the predicted axial strength of FRP-reinforced concrete circular columns
- Year: 2024
- Volume: 17
- Issue: 2
- 616
- 6090
- Pages: 12603-12603
Dynamic characteristics of a reinforced concrete frame under vibration load conditions
- Year: 2024
- Volume: 17
- Issue: 2
- 88
- 5550
- Pages: 12607-12607
Elastic local buckling of trapezoidal plates under linear stress gradients
- Year: 2024
- Volume: 17
- Issue: 2
- 59
- 4690
- Pages: 12609-12609
Strength and stability of a pipe-concrete column of a high-rise building
- Year: 2024
- Volume: 17
- Issue: 2
- 145
- 6566
- Pages: 12601-12601
Fiber optics based system of monitoring load-bearing building structures
- Year: 2023
- Issue: 7
- 288
- 5910
- Pages: 12301-12301
Accounting of plastic deformations in the calculation of frames using the displacement method
- Year: 2023
- Issue: 6
- 58
- 4503
- Pages: 12210-12210
Triangular prism finite element based on piecewise constant stress approximations
- Year: 2023
- Issue: 5
- 65
- 5060
- Pages: 12105-12105
Parametric oscillations of a viscous-elastic orthotropic shell of variable thickness
- Year: 2023
- Issue: 4
- 75
- 4592
- Pages: 12010-12010
Stress-strain state of elastic shell based on mixed finite element
- Year: 2023
- Issue: 4
- 77
- 4881
- Pages: 12003-12003
Dynamic response characteristics of CFRP/steel-cylinder confined rubber cement mortar based on cyclic impact loading
- Year: 2023
- Issue: 3
- 61
- 5431
- Pages: 11905-11905
Numerical buckling calculation method for composite rods with semi-rigid ties
- Year: 2023
- Issue: 3
- 70
- 5831
- Pages: 11904-11904
Hexagonal rod pyramid: deformations and natural oscillation frequency
- Year: 2023
- Issue: 3
- 40
- 5743
- Pages: 11903-11903
Method for determining the thermal fluctuation constants of the generalized Zhurkov equation
- Year: 2023
- Issue: 2
- 39
- 5269
- Pages: 11804-11804
Nonlinear vibrations and dynamic stability of viscoelastic anisotropic fiber reinforced plates
- Year: 2023
- Issue: 2
- 75
- 5153
- Pages: 11811-11811
Neural prediction of mechanical properties of fiber-reinforced lightweight concrete containing silica fume and nano-silica
- Year: 2023
- Issue: 2
- 79
- 5568
- Pages: 11808-11808
Modelling of thin-walled members with restrained torsion considering the section properties
- Year: 2023
- Issue: 2
- 84
- 5776
- Pages: 11806-11806
Experimental behavior of novel GFRP reinforcing bars under compressive loads
- Year: 2023
- Issue: 2
- 63
- 6501
- Pages: 11805-11805
Numerical analysis of the buried fiber concrete slabs dynamics under blast loads
- Year: 2023
- Issue: 1
- 109
- 6036
- Pages: 11703-11703
Effect of uncertainties of shear wall on reliability of rehabilitated structure
- Year: 2023
- Issue: 1
- 124
- 5851
- Pages: 11701-11701
Elastic-plastic deformation of a round plate reinforced with stiffeners
- Year: 2022
- Issue: 8
- 62
- 5579
- Pages: 11613-11613
Stress condition of orthotropic vault structure with cylindrical anisotropy
- Year: 2022
- Issue: 8
- 54
- 5159
- Pages: 11605-11605
Compressive strength prediction model of lightweight high-strength concrete
- Year: 2022
- Issue: 7
- 105
- 5762
- Pages: 11512-11512
Topology design of plane bar systems based on polygonal discretization
- Year: 2022
- Issue: 7
- 53
- 5293
- Pages: 11508-11508
Contact interaction of multilayer slabs with an inhomogeneous base
- Year: 2022
- Issue: 7
- 44
- 5605
- Pages: 11504-11504
Physically nonlinear shell deformation based on three-dimensional finite elements
- Year: 2022
- Issue: 5
- 55
- 5160
- Pages: 11314-11314
Effect of temperature on permanent deformation of polymer-modified asphalt mixture
- Year: 2022
- Issue: 5
- 68
- 6146
- Pages: 11309-11309
Thermal stresses at the early stage of the hardening of steel-fiber reinforced concrete
- Year: 2022
- Issue: 5
- 64
- 5780
- Pages: 11304-11304
Rubber concrete beams under the action of transverse bending
- Year: 2022
- Issue: 5
- 97
- 6416
- Pages: 11301-11301
Flexural behavior of 60 m UHPC pre-stressed box girder
- Year: 2022
- Issue: 4
- 108
- 5909
- Pages: 11212-11212
Detection and prediction of weak points of a frozen wall based on grey theory
- Year: 2022
- Issue: 3
- 50
- 5995
- Pages: 11103-11103
High-strength steel effects on the behavior of special shear walls
- Year: 2022
- Issue: 3
- 66
- 6214
- Pages: 11102-11102
Behavior of heat damaged reinforced recycled aggregate concrete beams repaired with NSM-CFRP strips
- Year: 2022
- Issue: 3
- 62
- 6148
- Pages: 11106-11106
Analytical estimation of the first natural frequency and analysis of a planar regular truss oscillation spectrum
- Year: 2022
- Issue: 3
- 64
- 5480
- Pages: 11114-11114
Structural health monitoring by merging dynamic response data
- Year: 2022
- Issue: 3
- 78
- 5814
- Pages: 11111-11111
Flexural behavior of partially composite concrete-encased steel tubular beams
- Year: 2022
- Issue: 3
- 85
- 6289
- Pages: 11105-11105
Limit states design theory based on critical energy levels criterion in force method form
- Year: 2022
- Issue: 3
- 102
- 6207
- Pages: 11101-11101
Performance of elastomeric seismic isolators under long-period earthquakes
- Year: 2022
- Issue: 2
- 272
- 6876
- Pages: 11014-11014
The behaviour of thin-walled beam with restrained torsion
- Year: 2022
- Issue: 2
- 98
- 6183
- Pages: 11009-11009
The site effect investigation using nonlinear and Iranian seismic code methods in Babol city
- Year: 2022
- Issue: 2
- 55
- 5864
- Pages: 11008-11008
Application of artificial neural networks for prediction of concrete properties
- Year: 2022
- Issue: 2
- 76
- 6473
- Pages: 11007-11007
Numerical shear of post-tensioned beams with inverted-U shaped reinforcements
- Year: 2022
- Issue: 2
- 87
- 6277
- Pages: 11006-11006
Finite element models based on the approximation of discontinuous stress fields
- Year: 2022
- Issue: 2
- 77
- 6439
- Pages: 11004-11004
Impact of elevated temperature on the shear behavior of strengthened RC beams
- Year: 2022
- Issue: 2
- 84
- 6322
- Pages: 11002-11002
The strength of fly ash concrete of experimental design
- Year: 2022
- Issue: 1
- 129
- 6227
- Pages: 10911-10911
Algorithm for building structures optimization based on Lagrangian functions
- Year: 2022
- Issue: 1
- 101
- 6070
- Pages: 10910-10910
The shear behavior of Anchored CFRP Strengthened RC beams
- Year: 2022
- Issue: 1
- 63
- 6249
- Pages: 10905-10905
Deformation criteria for reinforced concrete frames under accidental actions
- Year: 2022
- Issue: 1
- 282
- 7024
- Pages: 10902-10902
Differential characteristics of concrete in centrifugally spun and vibrospun building structures
- Year: 2021
- Issue: 8
- 87
- 5886
- Pages: 10812-10812
Effective seismic response control of buildings with sliding bearings
- Year: 2021
- Issue: 8
- 56
- 6018
- Pages: 10809-10809
Physical and mechanical properties of construction and demolition waste
- Year: 2021
- Issue: 8
- 151
- 6502
- Pages: 10804-10804
Isotropic damage model to simulate failure in reinforced concrete beam
- Year: 2021
- Issue: 7
- 61
- 5789
- Pages: 10714-10714
Long-term strength of polyethylene pipes with increased temperature resistance without reinforcement
- Year: 2021
- Issue: 7
- 80
- 5728
- Pages: 10712-10712
Arbitrary quadrangular finite element for plates with shear deformations
- Year: 2021
- Issue: 7
- 64
- 5523
- Pages: 10707-10707
Algorithm of correcting bimoments in calculations of thin-walled bar systems
- Year: 2021
- Issue: 7
- 37
- 5450
- Pages: 10706-10706
Methodology for solving parametric optimization problems of steel structures
- Year: 2021
- Issue: 7
- 108
- 6653
- Pages: 10705-10705
Structural reliability analysis using evidence theory and fuzzy probability distributions
- Year: 2021
- Issue: 7
- 101
- 7062
- Pages: 10704-10704
Performance of composite connections strengthened with CFRP laminate
- Year: 2021
- Issue: 6
- 97
- 5333
- Pages: 10614-10614
Impact of elevated temperature on the behavior of strengthened RC beams with CFRP
- Year: 2021
- Issue: 6
- 41
- 5243
- Pages: 10612-10612
Analytical approach to stress-strain analysis of right and oblique helicoid structures
- Year: 2021
- Issue: 6
- 68
- 5888
- Pages: 10609-10609
Behavior of composite steel plate-sustainable concrete slabs under impact loading
- Year: 2021
- Issue: 6
- 64
- 6969
- Pages: 10604-10604
Formation of a software calculation model for restoring building structures after a fire
- Year: 2021
- Issue: 6
- 65
- 6166
- Pages: 10603-10603
Effect of vertical circular openings on flexural strength of reinforced concrete beam
- Year: 2021
- Issue: 6
- 165
- 6810
- Pages: 10601-10601
Plastic behavior particularities of structures subjected to seismic loads
- Year: 2021
- Issue: 5
- 109
- 6355
- Pages: 10513-10513
Long-term properties of cement mortar under compression, tension, and 3-point bending
- Year: 2021
- Issue: 5
- 82
- 6009
- Pages: 10511-10511
Stress condition of brick barrel vaults in view of anisotropic properties
- Year: 2021
- Issue: 5
- 114
- 5967
- Pages: 10509-10509
Determining the peat soil dynamic properties using geophysical methods
- Year: 2021
- Issue: 5
- 73
- 6963
- Pages: 10508-10508
The impact of depth on shear behavior of strengthened beams
- Year: 2021
- Issue: 5
- 101
- 6770
- Pages: 10501-10501
Dynamic tests and monitoring of the dynamic state of buildings and structures based on microseismic vibrations
- Year: 2021
- Issue: 4
- 46
- 5465
- Pages: 10410-10410
Experimental characterization of brick masonry for lateral strength evaluation
- Year: 2021
- Issue: 4
- 83
- 6833
- Pages: 10409-10409
Revamp of supporting surfaces of turbogenerating sets foundation frames by composite materials
- Year: 2021
- Issue: 4
- 38
- 5900
- Pages: 10408-10408
The location of supports under the monolithic reinforced concrete slabs optimization
- Year: 2021
- Issue: 4
- 99
- 7000
- Pages: 10404-10404
Bending of stiffened plates considering different stiffeners orientations
- Year: 2021
- Issue: 3
- 85
- 5693
- Pages: 10310-10310
The behavior of CFRP strengthened RC beams subjected to blast loading
- Year: 2021
- Issue: 3
- 137
- 7345
- Pages: 10309-10309
Mechanical safety of reinforced concrete frames under complex emergency actions
- Year: 2021
- Issue: 3
- 125
- 6833
- Pages: 10306-10306
Reinforced concrete beams strength under power and environmental influences
- Year: 2021
- Issue: 3
- 254
- 7120
- Pages: 10303-10303
Elasto-plastic progressive collapse analysis based on the integration of the equations of motion
- Year: 2021
- Issue: 2
- 168
- 6621
- Pages: 10214-10214
Dynamic response of structures located in near-field and far-field regions using IDA and MIDA
- Year: 2021
- Issue: 2
- 63
- 5557
- Pages: 10215-10215
Analytical calculation of deflection of a planar truss with a triple lattice
- Year: 2021
- Issue: 2
- 61
- 6123
- Pages: 10211-10211
Setting seismic input characteristics required for designing
- Year: 2021
- Issue: 2
- 66
- 6331
- Pages: 10209-10209
Numerical investigation of truss-shaped braces in eccentrically braced steel frames
- Year: 2021
- Issue: 2
- 64
- 6207
- Pages: 10208-10208
Performance of two-way hinges in reinforced concrete structures
- Year: 2021
- Issue: 2
- 143
- 7214
- Pages: 10204-10204
Bearing capacity of eccentrically compressed bisteel columns
- Year: 2021
- Issue: 2
- 106
- 7221
- Pages: 10201-10201
Strength of concrete columns reinforced with Glass fiber reinforced polymer
- Year: 2021
- Issue: 1
- 152
- 7346
- Pages: 10108-10108
Behavior of light-gauge steel beams filled with recycled concrete
- Year: 2021
- Issue: 1
- 276
- 9040
- Pages: 10102-10102
Cold-formed steel joints with partial warping restraint
- Year: 2021
- Issue: 1
- 108
- 6383
- Pages: 10101-10101
Free vibration of axially loaded multi-cracked Timoshenko beams
- Year: 2020
- Issue: 8
- 110
- 6851
- Pages: 10002-10002
Frictional contact problem in building constructions analysis
- Year: 2020
- Issue: 8
- 111
- 6561
- Pages: 10001-10001
Deformations during drying of wooden corner elements of I-beams
- Year: 2020
- Issue: 7
- 49
- 5527
- Pages: 9913-9913
Flange connections with high-strength bolts with technological heredity of bolts
- Year: 2020
- Issue: 7
- 108
- 6621
- Pages: 9912-9912
Bending torsion in Γ-shaped rigid and warping hinge joints
- Year: 2020
- Issue: 7
- 89
- 5779
- Pages: 9909-9909
Bearing capacity of drilled shaft in intermediate geomaterials
- Year: 2020
- Issue: 7
- 86
- 7029
- Pages: 9908-9908
Earth pressure reduction on retaining walls using EPS geofoam
- Year: 2020
- Issue: 7
- 156
- 7246
- Pages: 9904-9904
Improved gradient projection method for parametric optimisation of bar structures
- Year: 2020
- Issue: 6
- 66
- 5761
- Pages: 9812-9812
Stress-strain state of Insulated Glass Unit in structural glazing systems
- Year: 2020
- Issue: 6
- 89
- 7029
- Pages: 9808-9808
Theory of determining the frequency of natural oscillations of span structures
- Year: 2020
- Issue: 6
- 73
- 6263
- Pages: 9803-9803
Assessment of the tornado impact on the Chernobyl new safe confinement
- Year: 2020
- Issue: 5
- 99
- 5739
- Pages: 9711-9711
Behavior of CFRP strengthened columns damaged by thermal shock
- Year: 2020
- Issue: 5
- 55
- 5840
- Pages: 9708-9708
Seismic behavior of end walls in RC tall buildings with torsional irregularity
- Year: 2020
- Issue: 5
- 152
- 6252
- Pages: 9707-9707
Stress-strain state of the precast monolithic bent element
- Year: 2020
- Issue: 5
- 50
- 5935
- Pages: 9706-9706
Optimisation of steel trusses with a choice of multi-stage prestressing conditions
- Year: 2020
- Issue: 5
- 75
- 6421
- Pages: 9705-9705
Bearing capacity equations of piles in weathered claystone and sandstone
- Year: 2020
- Issue: 5
- 80
- 6698
- Pages: 9704-9704
Behavior of concrete beams reinforced with fiberglass composite rebar under load
- Year: 2020
- Issue: 5
- 142
- 6229
- Pages: 9703-9703
Stress-strain state of bending reinforced beams with cracks
- Year: 2020
- Issue: 5
- 178
- 7172
- Pages: 9701-9701
Spatial natural vibrations of viscoelastic axisymmetric structures
- Year: 2020
- Issue: 4
- 59
- 5632
- Pages: 118-128
Analytical dependence of the deflection of the spatial truss on the number of panels
- Year: 2020
- Issue: 4
- 67
- 6400
- Pages: 110-117
Radiation changes of concrete aggregates under the influence of gamma radiation
- Year: 2020
- Issue: 4
- 81
- 6763
- Pages: 94-109
Impact of anchored CFRP on the torsional and bending behaviour of RC beams
- Year: 2020
- Issue: 4
- 70
- 6125
- Pages: 79-93
A probabilistic approach to estimation of the ultimate load of end-bearing piles on settlement criterion
- Year: 2020
- Issue: 4
- 85
- 6525
- Pages: 70-78
Method of plates stability analysis based on the moments approximations
- Year: 2020
- Issue: 3
- 80
- 6503
- Pages: 90-103
Stability of fixed-fixed shallow arches under arbitrary radial and vertical forces
- Year: 2020
- Issue: 3
- 84
- 6553
- Pages: 31-41
Computational modeling of yielding octagonal connection for concentrically braced frames
- Year: 2020
- Issue: 2
- 151
- 6987
- Pages: 31-53
Impact behavior of rehabilitated post-tensioned slabs previously damaged by impact loading
- Year: 2020
- Issue: 1
- 136
- 6214
- Pages: 134-146
Effects of model-based design and loading on responses of base-isolated structures
- Year: 2019
- Issue: 8
- 89
- 6057
- Pages: 142-154
Algorithm for shear flows in arbitrary cross-sections of thin-walled bars
- Year: 2019
- Issue: 8
- 222
- 7527
- Pages: 3-26
Equilibrium finite elements for plane problems of the elasticity theory
- Year: 2019
- Issue: 7
- 100
- 6825
- Pages: 80-97
Dynamics of a physically nonlinear viscoelastic cylindrical shell with a concentrated mass
- Year: 2019
- Issue: 7
- 93
- 6842
- Pages: 39-48
Modelling of contact interaction of structures with the base under dynamic loading
- Year: 2019
- Issue: 5
- 135
- 6660
- Pages: 167-178
The modeling method of discrete cracks and rigidity in reinforced concrete
- Year: 2019
- Issue: 4
- 227
- 7596
- Pages: 60-69
The compatibility of deformation of the hollow-core slab with beams
- Year: 2019
- Issue: 3
- 77
- 6856
- Pages: 93-102
The semi-shear theory of V.I. Slivker for the stability problems of thin-walled bars
- Year: 2019
- Issue: 3
- 141
- 7357
- Pages: 66-79
The effect of perforations on the deformability of welded beam with corrugated webs
- Year: 2019
- Issue: 3
- 127
- 6883
- Pages: 18-34
The mathematical simulator of deformation of nonlinear elastic ribbed shells under big displacements
- Year: 2009
- Issue: 6
- 15
- 5447
- Pages: 16-24
The durability and stability of the elastic orthotropic and isotropic ribbed shells. I
- Year: 2009
- Issue: 7
- 13
- 5473
- Pages: 55-64
Mathematical modelling of orthotropic and isotropic ribbed shells deformation taking into account the creep of material
- Year: 2009
- Issue: 7
- 6
- 5487
- Pages: 46-54
The calculation of industrial floors sructures adjusted for the dynamic force of loads from hosting transport moving
- Year: 2009
- Issue: 7
- 31
- 5665
- Pages: 41-45
The durability and stability of the elastic orthotropic and isotropic ribbed shells. II
- Year: 2009
- Issue: 8
- 9
- 5161
- Pages: 31-39
Method of constructive anisotropy for the orthotropic and isotropic ribbed shells
- Year: 2009
- Issue: 8
- 15
- 5281
- 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
- 5200
- Pages: 47-54
Nonlinear equations of ribbed shells balance taking into account the different properties of material
- Year: 2010
- Issue: 2
- 9
- 5576
- Pages: 36-44
Nonlinear equations of ribbed shells motion taking into account the different properties of the material. II
- Year: 2010
- Issue: 2
- 7
- 5538
- Pages: 45-48
Mathematical and computer simulation of nonlinear free vibrations of elastic shallow shells with step-variable thickness
- Year: 2010
- Issue: 4
- 11
- 5505
- Pages: 38-48
Experimental analysis and flexural behavior of reinforced-concrete beams reinforced with Glass-fiber-reinforced-polymers
- Year: 2010
- Issue: 4
- 27
- 5228
- Pages: 5-12
Mathematic models of nonlinear dynamics problems of viscoelastic orthotropic plates and shells of variable thickness
- Year: 2010
- Issue: 6
- 13
- 5867
- Pages: 38-47
The durability and stability of the elastic orthotropic and isotropic ribbed shells. III
- Year: 2010
- Issue: 6
- 10
- 5489
- Pages: 23-37
Concerning the borrowing of material from the publications of V. V. Karpov by V. M. Zhgoutov
- Year: 2011
- Issue: 2
- 11
- 4747
- Pages: 72-72
Mathematical modelling deflected mode of flexible shells anchored along the contour
- Year: 2011
- Issue: 3
- 11
- 5150
- Pages: 28-31
Finite element calculation model of thin-walled cold-formed profile in software package SCAD Office
- Year: 2011
- Issue: 3
- 33
- 5732
- Pages: 36-46
Finite element modelling of open section perforated thin-walled studs made from thin-walled steel profiles
- Year: 2011
- Issue: 3
- 16
- 5134
- Pages: 32-35
The problem of bending the thick orthotropic plate of three-dimensional formulation
- Year: 2011
- Issue: 4
- 31
- 5755
- Pages: 40-47
Substantive provisions of Numeral-analytical boundary elements method
- Year: 2011
- Issue: 4
- 15
- 6130
- Pages: 33-39
Partially rib precast and cast-in-situ floors with cellular-concrete blocks
- Year: 2011
- Issue: 6
- 146
- 7192
- Pages: 50-55
Geometrically nonlinear mathematical simulation the viscoelastic gently sloping variable-thickness shells’ dynamical steadiness
- Year: 2011
- Issue: 6
- 10
- 5738
- Pages: 12-22
Comparison of nonlinear dynamic analyses performed by both single and multi degree of freedom system
- Year: 2011
- Issue: 6
- 45
- 6089
- Pages: 23-27
Method of specific energy for determination mechanical characteristics of structural steel
- Year: 2011
- Issue: 7
- 9
- 5903
- Pages: 11-17
The finite elements for design of building walling made of thin-walled beams
- Year: 2011
- Issue: 8
- 63
- 6579
- Pages: 69-80
About the continuous spectrum of vibrations of beam construction elements under high-frequency effects
- Year: 2012
- Issue: 1
- 14
- 5832
- Pages: 91-97
Mathematical deformation models of variable thickness shells with calculation of different materials` behaviour
- Year: 2012
- Issue: 1
- 14
- 5719
- Pages: 79-90
The Finite Elements Research for Calculation of Thin-Walled Bar Systems
- Year: 2012
- Issue: 1
- 53
- 6635
- 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
- 19
- 5620
- Pages: 97-102
Variational functionals for two-dimensional equilibrium and stability problems of Cosserat-Timoshenko elastic rods
- Year: 2013
- Issue: 1
- 29
- 6267
- 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
- 19
- 6242
- Pages: 75-81
The determination of the first critical load on particulate medium of sandy loam foundation
- Year: 2012
- Issue: 9
- 15
- 5586
- Pages: 29-34
About analysis of large problems of structural mechanics on multi-core computers
- Year: 2013
- Issue: 5
- 25
- 5967
- Pages: 116-124
Mathematical model of deformation of orthotropic reinforced shells of revolution
- Year: 2013
- Issue: 5
- 28
- 7083
- Pages: 100-106
Simulation of degradation of bond between reinforcing bar and concrete. Part 1. Models with account of the discontinuity
- Year: 2013
- Issue: 5
- 82
- 6397
- Pages: 86-99
Analysis of the effect of elastic deformation of the mast on the positioning of antenna and radar equipment
- Year: 2013
- Issue: 5
- 9
- 5674
- Pages: 52-58
Bearing capacity of compressed continuous and perforated thinwalled steel members of C-shaped cold-formed profiles
- Year: 2013
- Issue: 5
- 42
- 6140
- 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
- 21
- 5696
- Pages: 38-43
Evolutionary optimization of steel trusses with the nodal joints of rods
- Year: 2013
- Issue: 5
- 44
- 7822
- Pages: 28-37
Joint action of masonry filling and monolithic reinforced concrete frame
- Year: 2013
- Issue: 5
- 25
- 5955
- Pages: 20-27
Numerical analysis of large deformation by finite element method
- Year: 2013
- Issue: 9
- 58
- 6276
- Pages: 64-68
Overall instability and optimization of bar structures with random defects in case of constraints on faultless operation probability
- Year: 2013
- Issue: 9
- 16
- 6043
- Pages: 30-41
Non-uniform torsion of thin-walled open-section multi-span beams
- Year: 2016
- Issue: 7
- 69
- 6827
- Pages: 55-69
Optimization of frame structures with possibility оf emergency actions
- Year: 2013
- Issue: 9
- 41
- 6369
- Pages: 23-29
Determination of aerodynamic parameters of "Olympic Park" railway station canopy. Physical and numerical experiments
- Year: 2013
- Issue: 9
- 25
- 6335
- Pages: 4-9
Stress finite element models for determining the frequencies of free oscillations
- Year: 2016
- Issue: 7
- 37
- 6210
- 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
- 16
- 6069
- Pages: 53-58
Method of thermotechnical uniformity coefficient evaluation by analyzing thermograms
- Year: 2016
- Issue: 6
- 22
- 6377
- Pages: 60-67
Influence of structural parameters of the masonry on effective elastic properties and strength
- Year: 2014
- Issue: 5
- 19
- 5682
- Pages: 95-106
Computer modeling of tasks in dynamics of viscoelastic thinwalled elements in structures of variable thickness
- Year: 2014
- Issue: 5
- 16
- 5480
- Pages: 83-94
Stress-strain behavior investigation of friction grip bolts in flange joints of trusses
- Year: 2014
- Issue: 5
- 29
- 6142
- Pages: 54-62
Behavior of symmetric steel I-sections under combined bending and torsion actions allowing for plastic deformations
- Year: 2014
- Issue: 5
- 24
- 5963
- Pages: 44-53
Bending, torsion and asymptotic analysis of the cantilever bar
- Year: 2014
- Issue: 5
- 20
- 5586
- Pages: 37-43
Distribution capacity of sandy soils reinforced with geosynthetics
- Year: 2016
- Issue: 6
- 36
- 6174
- Pages: 35-48
Calculations of strengthened open profile thin-walled element enclosing structures
- Year: 2014
- Issue: 8
- 15
- 5784
- Pages: 49-56
Calculation of optimized methods of the river underwater pipeline backfill with the use of APMWinMachine 9.7
- Year: 2016
- Issue: 5
- 13
- 6369
- Pages: 42-66
Improved numerical methods in reliability analysis of suspension roof joints
- Year: 2016
- Issue: 5
- 29
- 6765
- Pages: 27-41
Radius estimation of camouflage cavity in the explosion of the heating element spherical charge in the rocks
- Year: 2008
- Issue: 1
- 13
- 4990
- Pages: 44-50
Wind load resistance of multilayer walls supported floor-by-floor with a facing layer
- Year: 2015
- Issue: 8
- 35
- 8167
- Pages: 38-43
The stiffness of rigid joints of beam with hollow section column
- Year: 2016
- Issue: 4
- 119
- 7956
- Pages: 40-51
Reticular-stretched thermoprofile: a numerical and analytical study
- Year: 2015
- Issue: 5
- 12
- 5933
- Pages: 74-85
Comparative analysis of analytical solutions to the problem of truss structure deflection
- Year: 2015
- Issue: 5
- 33
- 6539
- Pages: 66-73
Analysis of the deflection of a strut-type lattice girder truss
- Year: 2015
- Issue: 5
- 26
- 6836
- Pages: 58-65
Variational formulations for non-linear problems with independent rotational degrees of freedom
- Year: 2015
- Issue: 4
- 53
- 6198
- Pages: 54-65
Calculation of the residual bearing capacity of reinforced concrete beams by the rigidity (deflection) criterion
- Year: 2015
- Issue: 4
- 23
- 6532
- Pages: 45-53
Evaluation of installation efforts in metal coatings, allowing for assembly process
- Year: 2015
- Issue: 4
- 12
- 6127
- Pages: 28-37
Surrogate modeling for initial rotational stiffness of welded tubular joints
- Year: 2016
- Issue: 3
- 50
- 6657
- Pages: 53-76
Detailed characteristics of the near-wall flow containing unsteady viscous sublayer in smooth channel
- Year: 2016
- Issue: 3
- 8
- 6269
- Pages: 40-52
Experimental justification of a way to increase complex technological effectiveness of steel rod structure
- Year: 2015
- Issue: 2
- 6
- 5831
- Pages: 86-99
Load-to-failure bending test of wood composite beams connected by gang nail
- Year: 2015
- Issue: 2
- 64
- 6635
- Pages: 77-85
Calculation method of bending plates with assuming shear deformations
- Year: 2019
- Issue: 1
- 69
- 6433
- Pages: 107-122
Numerical Investigations of Notched C-Profile Compressed Members with Initial Imperfections
- Year: 2016
- Issue: 2
- 38
- 6640
- Pages: 92-101
Method of initial functions in model of compression linearly deformable layered foundation under normal local load
- Year: 2015
- Issue: 1
- 26
- 6107
- Pages: 91-96
Improvement of shear strength design of a road structure. Part 2. Modified models to calculate the principal and shear stresses
- Year: 2016
- Issue: 2
- 31
- 6454
- Pages: 51-68
Finite element models for the analysis of nonlinear deformation of shells stepwise-variable thickness with holes, channels and cavities
- Year: 2015
- Issue: 1
- 38
- 6747
- Pages: 56-69
Bending of geometrically nonlinear cantilever beam. Results obtained by Cosserat – Timoshenko and Kirchhoff’s rod theories
- Year: 2015
- Issue: 1
- 174
- 9452
- Pages: 39-55
Experimental research of I-beams under bending and torsion actions
- Year: 2015
- Issue: 1
- 71
- 6818
- Pages: 24-31
Accounting for the elements stiffness change in the course of erection and operation
- Year: 2015
- Issue: 1
- 50
- 6814
- Pages: 6-14
Influence of mechanochemical activation on the cement hydration features
- Year: 2016
- Issue: 2
- 85
- 7430
- Pages: 3-12
Optimal design of 3d frame structures taking into account the stress and multiple natural frequency constraints
- Year: 2016
- Issue: 1
- 38
- 6600
- Pages: 74-81
Design of cold-formed tension members using the CFSteel software
- Year: 2016
- Issue: 1
- 85
- 7239
- 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
- 25
- 6849
- Pages: 33-41
Deformation of concrete creep in the thermal stress state calculation of massive concrete and reinforced concrete structures
- Year: 2017
- Issue: 1
- 54
- 7412
- Pages: 56-63
Computational modelling of random distribution of stresses for wooden structures
- Year: 2017
- Issue: 1
- 42
- 6410
- Pages: 23-33
Stress state of protective shells in the area of holes due to prestressed reinforcement curvature
- Year: 2017
- Issue: 2
- 29
- 6548
- Pages: 33-41
The functional of additional energy for stability analysis of spatial rod systems
- Year: 2017
- Issue: 2
- 32
- 5907
- Pages: 18-32
Deformations of steel roof trusses under shock emergency action
- Year: 2017
- Issue: 5
- 25
- 6242
- Pages: 3-13
Oriented particle boards: effect of the tangential load component
- Year: 2017
- Issue: 6
- 16
- 6008
- Pages: 33-42
Flat rod systems: optimization with overall stability control
- Year: 2017
- Issue: 8
- 36
- 6579
- Pages: 181-192
Stress-strain state of three-layered shallow shells under conditions of nonlinear creep
- Year: 2017
- Issue: 8
- 40
- 6289
- Pages: 156-168
Bearing capacity of rafter systems made of steel thin-walled structures in attic roofs
- Year: 2017
- Issue: 8
- 53
- 6446
- Pages: 28-39
Alternative engineering of steel girder cages by geometrical methods
- Year: 2018
- Issue: 2
- 67
- 5871
- Pages: 3-15