The spectral finite element method and equally the dynamic stiffness method use exponential functions as basis functions. Thus it is possible to find exact solutions to the homogeneous equations of motion for simple rod, beam, plate and shell structures. Normally, this restricts the analysis to elem
Modelling turbulence-induced vibration of pipes with a spectral finite element method
โ Scribed by F. Birgersson; S. Finnveden; G. Robert
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 443 KB
- Volume
- 278
- Category
- Article
- ISSN
- 0022-460X
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