The implementation of the element free Galerkin method (EFG) for spatial thin shell structures is presented in this paper. Both static deformation and free vibration analyses are considered. The formulation of the discrete system equations starts from the governing equations of stress resultant geom
β¦ LIBER β¦
Discrete singular convolution element method for static, buckling and free vibration analysis of beam structures
β Scribed by Wang, Xinwei; Duan, Guohui
- Book ID
- 121684505
- Publisher
- Elsevier Science
- Year
- 2014
- Tongue
- English
- Weight
- 773 KB
- Volume
- 234
- Category
- Article
- ISSN
- 0096-3003
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