Articles by keywords "deflection"
Reliability studies of the frame of the C1 shipping opening
- Year: 2025
- Volume: 18
- Issue: 8
- 21
- 984
- Pages: 14008-14008
Composite wooden beams performance under short-term loading
- Year: 2025
- Volume: 18
- Issue: 3
- 79
- 4213
- Pages: 13506-13506
Bending of orthotropic scalene triangle plates: finite difference modeling
- Year: 2025
- Volume: 18
- Issue: 2
- 118
- 4670
- Pages: 13407-13407
Concrete beams reinforced with longitudinal and transverse GFRP bars
- Year: 2024
- Volume: 17
- Issue: 5
- 97
- 3789
- Pages: 12908-12908
Long–term behavior of composite steel plate-concrete slabs incorporating waste plastic fibers
- Year: 2022
- Issue: 1
- 44
- 5331
- Pages: 10904-10904
The combination of bamboo grid and concrete pile as soil reinforcement under the embankment
- Year: 2021
- Issue: 6
- 100
- 5915
- Pages: 10610-10610
Behavior of composite steel plate-sustainable concrete slabs under impact loading
- Year: 2021
- Issue: 6
- 64
- 6445
- Pages: 10604-10604
Bending of stiffened plates considering different stiffeners orientations
- Year: 2021
- Issue: 3
- 85
- 5289
- Pages: 10310-10310
The behavior of CFRP strengthened RC beams subjected to blast loading
- Year: 2021
- Issue: 3
- 137
- 6839
- Pages: 10309-10309
Model for determining the elastic moduli of road pavement layers
- Year: 2021
- Issue: 3
- 122
- 6466
- Pages: 10308-10308
Analytical calculation of deflection of a planar truss with a triple lattice
- Year: 2021
- Issue: 2
- 61
- 5711
- Pages: 10211-10211
Behavior of concrete beams reinforced with fiberglass composite rebar under load
- Year: 2020
- Issue: 5
- 142
- 5797
- Pages: 9703-9703
Analytical dependence of the deflection of the spatial truss on the number of panels
- Year: 2020
- Issue: 4
- 67
- 5958
- Pages: 110-117
Strengthening of RC beams by ferrocement made with unconventional concrete
- Year: 2019
- Issue: 5
- 225
- 7112
- Pages: 94-105
The effect of perforations on the deformability of welded beam with corrugated webs
- Year: 2019
- Issue: 3
- 125
- 6481
- Pages: 18-34
Mathematical and computer simulation of nonlinear free vibrations of elastic shallow shells with step-variable thickness
- Year: 2010
- Issue: 4
- 11
- 5130
- Pages: 38-48
Inductive analysis of the effect of error mounting on the stiffness and strength of a plane truss
- Year: 2012
- Issue: 5
- 13
- 5563
- Pages: 38-42
Comparative analysis of analytical solutions to the problem of truss structure deflection
- Year: 2015
- Issue: 5
- 33
- 6164
- Pages: 66-73
Analysis of the deflection of a strut-type lattice girder truss
- Year: 2015
- Issue: 5
- 26
- 6479
- Pages: 58-65
Calculation of the residual bearing capacity of reinforced concrete beams by the rigidity (deflection) criterion
- Year: 2015
- Issue: 4
- 23
- 6150
- Pages: 45-53
Тhe method of calculating the accuracy of large-span metal rod systems
- Year: 2016
- Issue: 1
- 23
- 5828
- Pages: 60-73
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
- 6472
- Pages: 33-41
The optimum geometry of the flat diagonal truss taking into account the linear creep
- Year: 2016
- Issue: 1
- 21
- 5938
- Pages: 25-32
Installation diagram of the lattice truss with an arbitrary number of panels
- Year: 2018
- Issue: 5
- 14
- 5620
- Pages: 174-182
Analytical calculation of the frame with an arbitrary number of panels
- Year: 2018
- Issue: 6
- 24
- 5201
- Pages: 127-135
Stress-strain state of a steel-reinforced concrete slab under long-term
- Year: 2018
- Issue: 7
- 51
- 5989
- Pages: 12-23

