.png){kind=logo}
Articles by keywords "Maple"
Formulas for calculating the deflection and displacement of a planar truss support with short studs in a lattice
- Year: 2022
- Issue: 6
- 16
- 218
- Pages: 10403-10403
Trihedral Rod Pyramid: Deformations and Natural Vibration Frequencies
- Year: 2022
- Issue: 6
- 31
- 232
- Pages: 10401-10401
Deformations of a planar multi-span arch truss: analytical solutions
- Year: 2022
- Issue: 4
- 40
- 408
- Pages: 10204-10204
The dependence of the natural oscillation frequency of the console truss on the number of panels
- Year: 2022
- Issue: 3
- 46
- 488
- Pages: 10101-10101
Deformations and Natural Frequency of a Triangular Truss: Analytical Solutions
- Year: 2022
- Issue: 2
- 24
- 530
- Pages: 10005-10005
Model of a spatial dome cover. Deformations and oscillation frequency
- Year: 2022
- Issue: 1
- 38
- 618
- Pages: 9904-9904
Deformations And Spatial Structure Vibrations Frequency of The Rectangular Contour Type Cover: Analytical Solutions
- Year: 2021
- Issue: 5
- 33
- 687
- Pages: 9805-9805
Dependence of the Two-Span Truss Bridge Vibration Frequency on the Number of Panels
- Year: 2021
- Issue: 4
- 66
- 1023
- Pages: 9703-9703
Deformation of the Transmission Towers: Analytical Solution
- Year: 2021
- Issue: 3
- 54
- 2421
- Pages: 9602-9602
Deformations of the Rod Pyramid: An Analytical Solution
- Year: 2021
- Issue: 2
- 56
- 1105
- Pages: 9501-9501
The formula for the lower estimate of the fundamental frequency of natural vibrations of a truss with an arbitrary number of panels
- Year: 2021
- Issue: 1
- 47
- 1120
- Pages: 9403-9403
Bilateral Analytical Estimation of the First Frequency of a Plane Truss
- Year: 2020
- Issue: 7
- 67
- 1443
- Pages: 9204-9204
The Stress-Strain State of a Rectangular Covering Spatial Truss
- Year: 2020
- Issue: 6
- 55
- 1572
- Pages: 9104-9104
Analytical Expression of the Dependence of the Multi-lattice Truss Deflection on the Number of Panels
- Year: 2020
- Issue: 5
- 55
- 1436
- Pages: 9003-9003
Analytical Solution of a Spacer Beam Truss Deflection with an Arbitrary Number of Panels
- Year: 2020
- Issue: 3
- 84
- 1804
- Pages: 8802-8802
Foschi’s method of strain calculation of the metal plate connectors compared to program complex APM Wood
- Year: 2016
- Issue: 8
- 56
- 1764
- Pages: 31-46
The formula for calculating the deformations of the arched truss with arbitrary number of panels
- Year: 2018
- Issue: 4
- 23
- 1716
- Pages: 86-94