Abstrct-For discrete, linear elastic systems in free vibration, both the modal and force equations evolve from the principle of conservation of energy, respectively obtaining the system generalized displacements which are I.ts mode shapes and the generalized forces. These displacements and forces ar
The transformation of the modal equations into the force equations
โ Scribed by A.E. Anuta Jr
- Book ID
- 104268856
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 559 KB
- Volume
- 63
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
โฆ Synopsis
For discrete, linear elastic systems in free vibration, the existing methods of problem solution employ as input values, the system mass coefficients and either its stiffness or influence coefficients. The output vailues for these methods are, the system natural frequencies, and corresponding member displacements, which are its mode shapes. By transforming the modal equations into the problem force equations, using the same input values, the output values hecome the system natural frequencies and the corresponding member forces. Since stresses are most easily calculated from forces, the force equations appear to he ideally suited for engineering design.
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