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 |
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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