NON-LINEAR VIBRATION BY A NEW METHOD
β Scribed by Xu Ming Tian; Li Jian Feng; Cheng Delin
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 185 KB
- Volume
- 215
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
β¦ Synopsis
In this paper, a new method is presented for solving the periodic response of a non-linear system. Both period-one and subharmonic responses can be obtained by the method. The stability and bifurcation of the solutions are discussed. Specifically, the period doubling and symmetry-breaking bifurcation are studied in detail.
π SIMILAR VOLUMES
The authors of reference [1] solved the Laplace transformed equation ( 20) below by three consecutive similarity transformations to make the symmetric square matrices M, C and K diagonal for the inverse Laplace transform. The "rst transformation is
The dynamic stiffness method is extended to large amplitude free and forced vibrations of frames. When the steady state vibration is concerned, the time variable is replaced by the frequency parameter in the Fourier series sense and the governing partial differential equations are replaced by a set