Based on the physical properties and sectional dimensions of a conventional channel beam, a new channel beam (called the ''iso-moment-of-inertia'' beam), with area moment of inertia about the unsymmetrical principal axis of the cross-section equal to that about the symmetrical one, is obtained. The
The dynamic analysis of a suspended cable due to a moving load
โ Scribed by Jong-Shyong Wu; Chi-Ching Chen
- Publisher
- John Wiley and Sons
- Year
- 1989
- Tongue
- English
- Weight
- 931 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0029-5981
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โฆ Synopsis
The dynamic behaviour of a saggy suspension cable under a moving load was investigated. First of all, the updated Lagrangian formulation and the finite element method were used to derive the property matrices of a saggy suspension cable in order to define the discretized equations of motion. Then, the Jacobi method was applied to the determination of the natural frequencies and the mode shapes of the suspended cable. The moving-load-induced dynamic responses of the saggy suspended cable were obtained by using the Newmark direct integration method incorporated with the Newton -Raphson iteration technique. The influence of some pertinent factors, such as speed of moving load, ratio of axial rigidity to total cable weight (AE/OrityoL) and ratio of moving load mass to total cable mass, is the key point of the dynamic analysis.
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