Articles by keywords "deflection"
Composite wooden beams performance under short-term loading
- Year: 2025
- Volume: 18
- Issue: 3
- 69
- 2818
- Pages: 13506-13506
Bending of orthotropic scalene triangle plates: finite difference modeling
- Year: 2025
- Volume: 18
- Issue: 2
- 104
- 3039
- Pages: 13407-13407
Concrete beams reinforced with longitudinal and transverse GFRP bars
- Year: 2024
- Volume: 17
- Issue: 5
- 87
- 2253
- Pages: 12908-12908
Long–term behavior of composite steel plate-concrete slabs incorporating waste plastic fibers
- Year: 2022
- Issue: 1
- 42
- 3782
- Pages: 10904-10904
The combination of bamboo grid and concrete pile as soil reinforcement under the embankment
- Year: 2021
- Issue: 6
- 92
- 4523
- Pages: 10610-10610
Behavior of composite steel plate-sustainable concrete slabs under impact loading
- Year: 2021
- Issue: 6
- 62
- 4848
- Pages: 10604-10604
Bending of stiffened plates considering different stiffeners orientations
- Year: 2021
- Issue: 3
- 82
- 3936
- Pages: 10310-10310
The behavior of CFRP strengthened RC beams subjected to blast loading
- Year: 2021
- Issue: 3
- 135
- 5215
- Pages: 10309-10309
Model for determining the elastic moduli of road pavement layers
- Year: 2021
- Issue: 3
- 117
- 4840
- Pages: 10308-10308
Analytical calculation of deflection of a planar truss with a triple lattice
- Year: 2021
- Issue: 2
- 61
- 4332
- Pages: 10211-10211
Behavior of concrete beams reinforced with fiberglass composite rebar under load
- Year: 2020
- Issue: 5
- 140
- 4512
- Pages: 9703-9703
Analytical dependence of the deflection of the spatial truss on the number of panels
- Year: 2020
- Issue: 4
- 66
- 4685
- Pages: 110-117
Strengthening of RC beams by ferrocement made with unconventional concrete
- Year: 2019
- Issue: 5
- 222
- 5790
- Pages: 94-105
The effect of perforations on the deformability of welded beam with corrugated webs
- Year: 2019
- Issue: 3
- 125
- 5269
- Pages: 18-34
Mathematical and computer simulation of nonlinear free vibrations of elastic shallow shells with step-variable thickness
- Year: 2010
- Issue: 4
- 11
- 4065
- Pages: 38-48
Inductive analysis of the effect of error mounting on the stiffness and strength of a plane truss
- Year: 2012
- Issue: 5
- 12
- 4265
- Pages: 38-42
Comparative analysis of analytical solutions to the problem of truss structure deflection
- Year: 2015
- Issue: 5
- 29
- 4952
- Pages: 66-73
Analysis of the deflection of a strut-type lattice girder truss
- Year: 2015
- Issue: 5
- 25
- 5201
- Pages: 58-65
Calculation of the residual bearing capacity of reinforced concrete beams by the rigidity (deflection) criterion
- Year: 2015
- Issue: 4
- 22
- 4832
- Pages: 45-53
Тhe method of calculating the accuracy of large-span metal rod systems
- Year: 2016
- Issue: 1
- 23
- 4624
- 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
- 23
- 5269
- Pages: 33-41
The optimum geometry of the flat diagonal truss taking into account the linear creep
- Year: 2016
- Issue: 1
- 18
- 4739
- Pages: 25-32
Installation diagram of the lattice truss with an arbitrary number of panels
- Year: 2018
- Issue: 5
- 14
- 4431
- Pages: 174-182
Analytical calculation of the frame with an arbitrary number of panels
- Year: 2018
- Issue: 6
- 24
- 4013
- Pages: 127-135
Stress-strain state of a steel-reinforced concrete slab under long-term
- Year: 2018
- Issue: 7
- 51
- 4730
- Pages: 12-23