Abstract
The transfer influence coefficient method was developed on the base of the concept of the successive transmission of the dynamic influence coefficients. The double discs are coupled through the coupled springs between discs and they are supported with the base support springs between each disc and foundation. These springs distribute in a concentric configuration over the circumference with an arbitrary diameter. The classic circular plate theory is applied to each disc which is a complete or an annular plate with steps. The simple computational results on a personal computer demonstrate the validity of the present algorithm; that is, the numerical high accuracy, the high speed and the flexibility for programming of the transfer influence coefficient method, compared with the transfer matrix method.
| Original language | English |
|---|---|
| Pages (from-to) | 105-110 |
| Number of pages | 6 |
| Journal | American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP |
| Volume | 178 |
| Publication status | Published - 1989 |
| Externally published | Yes |
| Event | Seismic Engineering - 1989: Design, Analysis, Testing, and Qualification Methods - Honolulu, HI, USA Duration: Jul 23 1989 → Jul 27 1989 |
All Science Journal Classification (ASJC) codes
- Mechanical Engineering