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Articles by keywords "Truss"
Analytical calculation of an externally statically indeterminate truss oscillation frequency
- Year: 2025
- Issue: 2
- 8
- 55
- Pages: 11604-11604
Formula for the lattice truss fundamental frequency vibration
- Year: 2025
- Issue: 1
- 5
- 331
- Pages: 11505-11505
Resonance safety zones of a truss structure with an arbitrary number of panels
- Year: 2024
- Issue: 4
- 73
- 859
- Pages: 11304-11304
Effect of truss height on the safe frequency region of a statically determined flat truss
- Year: 2024
- Issue: 1
- 57
- 1283
- Pages: 11003-11003
Formula for natural frequency oscillation truss with an arbitrary number of panels
- Year: 2023
- Issue: 4
- 17
- 1276
- Pages: 10918-10918
The first natural frequency of a planar regular truss. Analytical solution
- Year: 2023
- Issue: 4
- 28
- 1231
- 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
- 1253
- Pages: 10907-10907
Analytical calculation of the fundamental oscillation frequency of a multi-dome roof
- Year: 2023
- Issue: 4
- 37
- 1542
- Pages: 10906-10906
Simplified Dunkerley method for estimating the first oscillation frequency of a regular truss
- Year: 2023
- Issue: 3
- 73
- 1604
- Pages: 10801-10801
Model of a hexagonal prismatic truss. Oscillation frequency spectrum
- Year: 2023
- Issue: 1
- 62
- 1608
- Pages: 10601-10601
Formulas for calculating the deflection and displacement of a planar truss support with short studs in a lattice
- Year: 2022
- Issue: 6
- 30
- 1892
- Pages: 10403-10403
Trihedral Rod Pyramid: Deformations and Natural Vibration Frequencies
- Year: 2022
- Issue: 6
- 43
- 1748
- Pages: 10401-10401
Deformations of a planar multi-span arch truss: analytical solutions
- Year: 2022
- Issue: 4
- 52
- 1866
- Pages: 10204-10204
The dependence of the natural oscillation frequency of the console truss on the number of panels
- Year: 2022
- Issue: 3
- 55
- 1885
- Pages: 10101-10101
Deformations and Natural Frequency of a Triangular Truss: Analytical Solutions
- Year: 2022
- Issue: 2
- 29
- 2069
- Pages: 10005-10005
Model of a spatial dome cover. Deformations and oscillation frequency
- Year: 2022
- Issue: 1
- 48
- 2169
- Pages: 9904-9904
Deformations And Spatial Structure Vibrations Frequency of The Rectangular Contour Type Cover: Analytical Solutions
- Year: 2021
- Issue: 5
- 42
- 2156
- Pages: 9805-9805
Dependence of the Two-Span Truss Bridge Vibration Frequency on the Number of Panels
- Year: 2021
- Issue: 4
- 70
- 2438
- Pages: 9703-9703
Deformation of the Transmission Towers: Analytical Solution
- Year: 2021
- Issue: 3
- 62
- 3971
- Pages: 9602-9602
Deformations of the Rod Pyramid: An Analytical Solution
- Year: 2021
- Issue: 2
- 60
- 2539
- 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
- 2570
- Pages: 9403-9403
Calculating of a spatial cantilever truss natural vibration frequency with an arbitrary number of panels: analytical solution
- Year: 2021
- Issue: 1
- 54
- 2573
- Pages: 9402-9402
Bilateral Analytical Estimation of the First Frequency of a Plane Truss
- Year: 2020
- Issue: 7
- 75
- 2790
- Pages: 9204-9204
The Stress-Strain State of a Rectangular Covering Spatial Truss
- Year: 2020
- Issue: 6
- 57
- 3134
- Pages: 9104-9104
Analytical Expression of the Dependence of the Multi-lattice Truss Deflection on the Number of Panels
- Year: 2020
- Issue: 5
- 58
- 2717
- Pages: 9003-9003
Analytical Solution of a Spacer Beam Truss Deflection with an Arbitrary Number of Panels
- Year: 2020
- Issue: 3
- 94
- 3706
- Pages: 8802-8802
A comparative stiffness analysis of two schemes arched truss
- Year: 2015
- Issue: 9
- 26
- 2762
- Pages: 44-55
Optimal outrigger system placement and configuration for high-rise building
- Year: 2015
- Issue: 9
- 27
- 2879
- Pages: 18-32
The standardized farm designs with 10% slope for 24, 30, 36 meters span
- Year: 2014
- Issue: 7
- 24
- 2745
- Pages: 92-106
The formula for calculating the deformations of the arched truss with arbitrary number of panels
- Year: 2018
- Issue: 4
- 28
- 3209
- Pages: 86-94