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Articles by keywords "Truss"
The dependence of the natural oscillation frequency of the console truss on the number of panels
- Year: 2022
- Issue: 3
- 15
- 59
- Pages: 10101-10101
Deformations and Natural Frequency of a Triangular Truss: Analytical Solutions
- Year: 2022
- Issue: 2
- 13
- 105
- Pages: 10005-10005
Model of a spatial dome cover. Deformations and oscillation frequency
- Year: 2022
- Issue: 1
- 31
- 220
- Pages: 9904-9904
Deformations And Spatial Structure Vibrations Frequency of The Rectangular Contour Type Cover: Analytical Solutions
- Year: 2021
- Issue: 5
- 27
- 293
- Pages: 9805-9805
Dependence of the Two-Span Truss Bridge Vibration Frequency on the Number of Panels
- Year: 2021
- Issue: 4
- 64
- 667
- Pages: 9703-9703
Deformation of the Transmission Towers: Analytical Solution
- Year: 2021
- Issue: 3
- 50
- 1098
- Pages: 9602-9602
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
- 46
- 722
- Pages: 9403-9403
Calculating of a spatial cantilever truss natural vibration frequency with an arbitrary number of panels: analytical solution
- Year: 2021
- Issue: 1
- 48
- 755
- Pages: 9402-9402
Bilateral Analytical Estimation of the First Frequency of a Plane Truss
- Year: 2020
- Issue: 7
- 66
- 1048
- Pages: 9204-9204
The Stress-Strain State of a Rectangular Covering Spatial Truss
- Year: 2020
- Issue: 6
- 51
- 1162
- Pages: 9104-9104
Analytical Expression of the Dependence of the Multi-lattice Truss Deflection on the Number of Panels
- Year: 2020
- Issue: 5
- 53
- 1064
- Pages: 9003-9003
Analytical Solution of a Spacer Beam Truss Deflection with an Arbitrary Number of Panels
- Year: 2020
- Issue: 3
- 81
- 1258
- Pages: 8802-8802
A comparative stiffness analysis of two schemes arched truss
- Year: 2015
- Issue: 9
- 12
- 1136
- Pages: 44-55
Optimal outrigger system placement and configuration for high-rise building
- Year: 2015
- Issue: 9
- 11
- 1083
- Pages: 18-32
The standardized farm designs with 10% slope for 24, 30, 36 meters span
- Year: 2014
- Issue: 7
- 16
- 1000
- Pages: 92-106
The formula for calculating the deformations of the arched truss with arbitrary number of panels
- Year: 2018
- Issue: 4
- 20
- 1359
- Pages: 86-94