The literature regarding the ''exact'' solutions of natural frequencies and mode shapes of a uniform beam carrying multiple two-degree-of-freedom (2-dof) spring-mass systems is rare, thus, this paper aims at studying this problem using the numerical assembly method (NAM). First of all, the equivalen
Free vibration of a uniform beam with multiple elastically mounted two-degree-of-freedom systems
β Scribed by Philip D. Cha
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 153 KB
- Volume
- 307
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
β¦ Synopsis
The free vibration of a beam with one or more elastically mounted two-degree-of-freedom systems that translate and rotate is considered in this note. The assumed-modes method is applied to formulate the equations of motion, and the natural frequencies of the system are found by solving for the roots of a given characteristic determinant. If the number of attached spring-mass systems is small, one can exploit the Sherman-Morrison-Woodbury determinant formula and reduce the characteristic determinant to one of smaller size, which will be easier to code and more computationally efficient to solve.
π SIMILAR VOLUMES
In this paper, the natural frequencies and mode shapes of a Bernoulli-Euler beam with a two degree-of-freedom spring-mass system are determined by using Laplace transform with respect to the spatial variable. The deterministic and random vibration responses of the beam are obtained by using model an
This note deals with a theoretical analysis of the dynamical behavior of a system made up of a plate with a two degree of freedom (2-dof) system elastically mounted. This study was performed by means of an analytical model based on Lagrange's multipliers. The results are verified with the values obt