Abstract
This work relates to the analysis of triply coupled vibrations of thin-walled beams having nonsymmetrical open cross-sections. The governing differential equations for coupled bending and torsional vibrations are derived and solved exactly. A recent study on the same subject is criticized and discussed in theoretical and numerical aspects.
| Original language | English |
|---|---|
| Pages (from-to) | 691-695 |
| Number of pages | 5 |
| Journal | Computers and Structures |
| Volume | 80 |
| Issue number | 7-8 |
| DOIs | |
| Publication status | Published - Mar 2002 |
Keywords
- Beam
- Coupled vibration
- Vibration