An explicit time integration finite element method is proposed to investigate dynamical analysis of Kirchhoff plates, where the Morley element is used for spatial discretization and the second-order central scheme for time discretization. Certain error estimates in the energy norm are achieved. A nu
β¦ LIBER β¦
Stability analysis of elemental explicit-implicit partitions by Fourier methods
β Scribed by T. Belytschko; Y.Y. Lu
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 661 KB
- Volume
- 95
- Category
- Article
- ISSN
- 0045-7825
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Dynamical analysis of Kirchhoff plates b
β
Ling Guo; Jianguo Huang
π
Article
π
2010
π
Elsevier Science
π
English
β 348 KB
Dynamic non-linear analysis of reinforce
β
Inoue, Norio; Yang, Kejian; Shibata, Akenori
π
Article
π
1997
π
John Wiley and Sons
π
English
β 389 KB
π 3 views
A numerical procedure for a dynamic non-linear finite element analysis is proposed here to analyse three-dimensional reinforced concrete shear wall structures subjected to earthquake motions. A shear wall is modelled as a quasi-three dimensional structure which is composed of plane elements consider
Analysis of superposed fluids by the fin
β
Stergios Yiantsios; Brian G. Higgins
π
Article
π
1987
π
John Wiley and Sons
π
English
β 796 KB
Elastic stability analysis of thin plate
β
Yijun Liu
π
Article
π
1987
π
Elsevier Science
β 443 KB
Dynamic stability analysis of a composit
β
Lien-Wen Chen; Der-Ming Ku
π
Article
π
1989
π
Elsevier Science
π
English
β 828 KB
Stability analysis of magnetohydrostatic
β
C.I. Siettos; D.T. Papadopoulos; A.G. Boudouvis; A.T. Chronopoulos
π
Article
π
1996
π
Elsevier Science
π
English
β 828 KB