A method for simplifying "nite element models of structures having a beam-like global dynamical behaviour is presented. This method is based on the use of a general uniform beam "nite element formulation. It takes into account both transverse shear e!ects and dynamical coupling between bending and t
Behaviour of a hydrodynamic finite element model
β Scribed by R.A. Harrington; N. Kouwen; G.J. Farquhar
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 403 KB
- Volume
- 1
- Category
- Article
- ISSN
- 0309-1708
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