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Articles by keywords "Maple"
Resonance safety zones of a truss structure with an arbitrary number of panels
- Year: 2024
- Issue: 4
- 73
- 834
- Pages: 11304-11304
Effect of truss height on the safe frequency region of a statically determined flat truss
- Year: 2024
- Issue: 1
- 57
- 1249
- Pages: 11003-11003
Formula for natural frequency oscillation truss with an arbitrary number of panels
- Year: 2023
- Issue: 4
- 17
- 1237
- Pages: 10918-10918
The first natural frequency of a planar regular truss. Analytical solution
- Year: 2023
- Issue: 4
- 28
- 1197
- Pages: 10912-10912
Formulas for deflections and a simplified Dunkerley method for calculating the vibration frequency of a planar truss
- Year: 2023
- Issue: 4
- 30
- 1211
- Pages: 10907-10907
Simplified Dunkerley method for estimating the first oscillation frequency of a regular truss
- Year: 2023
- Issue: 3
- 73
- 1572
- Pages: 10801-10801
Frequency spectrum of natural oscillations of the spatial structure of the rod pyramid
- Year: 2023
- Issue: 2
- 44
- 1499
- Pages: 10702-10702
Formulas for calculating the deflection and displacement of a planar truss support with short studs in a lattice
- Year: 2022
- Issue: 6
- 30
- 1845
- Pages: 10403-10403
Trihedral Rod Pyramid: Deformations and Natural Vibration Frequencies
- Year: 2022
- Issue: 6
- 43
- 1706
- Pages: 10401-10401
Deformations of a planar multi-span arch truss: analytical solutions
- Year: 2022
- Issue: 4
- 52
- 1823
- Pages: 10204-10204
The dependence of the natural oscillation frequency of the console truss on the number of panels
- Year: 2022
- Issue: 3
- 55
- 1856
- Pages: 10101-10101
Deformations and Natural Frequency of a Triangular Truss: Analytical Solutions
- Year: 2022
- Issue: 2
- 29
- 2016
- Pages: 10005-10005
Model of a spatial dome cover. Deformations and oscillation frequency
- Year: 2022
- Issue: 1
- 48
- 2134
- Pages: 9904-9904
Deformations And Spatial Structure Vibrations Frequency of The Rectangular Contour Type Cover: Analytical Solutions
- Year: 2021
- Issue: 5
- 42
- 2126
- Pages: 9805-9805
Dependence of the Two-Span Truss Bridge Vibration Frequency on the Number of Panels
- Year: 2021
- Issue: 4
- 70
- 2404
- Pages: 9703-9703
Deformation of the Transmission Towers: Analytical Solution
- Year: 2021
- Issue: 3
- 62
- 3919
- Pages: 9602-9602
Deformations of the Rod Pyramid: An Analytical Solution
- Year: 2021
- Issue: 2
- 60
- 2495
- 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
- 50
- 2519
- Pages: 9403-9403
Bilateral Analytical Estimation of the First Frequency of a Plane Truss
- Year: 2020
- Issue: 7
- 75
- 2756
- Pages: 9204-9204
The Stress-Strain State of a Rectangular Covering Spatial Truss
- Year: 2020
- Issue: 6
- 57
- 3092
- Pages: 9104-9104
Analytical Expression of the Dependence of the Multi-lattice Truss Deflection on the Number of Panels
- Year: 2020
- Issue: 5
- 58
- 2684
- Pages: 9003-9003
Analytical Solution of a Spacer Beam Truss Deflection with an Arbitrary Number of Panels
- Year: 2020
- Issue: 3
- 94
- 3642
- Pages: 8802-8802
Foschi’s method of strain calculation of the metal plate connectors compared to program complex APM Wood
- Year: 2016
- Issue: 8
- 122
- 3535
- Pages: 31-46
The formula for calculating the deformations of the arched truss with arbitrary number of panels
- Year: 2018
- Issue: 4
- 28
- 3178
- Pages: 86-94