## Abstract This paper considers the dynamical behaviour of a structural model with foundation uplift. The equations of motion of the system considered are derived for large displacements thus allowing for the eventual overturning of the system. The transition conditions between successive phases o
Coupling of BEM with a large displacement and rotation algorithm
β Scribed by Pooyan Asadollahi; Fulvio Tonon
- Publisher
- John Wiley and Sons
- Year
- 2011
- Tongue
- English
- Weight
- 559 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.916
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π SIMILAR VOLUMES
with charge n, |n| > 1, and a large coupling constant are dynamically unstable (using the Maxwell-Higgs model).
A variationally coupled BEM-FEM is developed which can be used to analyse dynamic response, including free-surface sloshing motion, of 3-D rectangular liquid storage tanks subjected to horizontal ground excitation. The tank structure is modelled by the finite element method and the fluid region by t
Fitting the CANDECOMP/PARAFAC model by the standard alternating least squares algorithm often requires very many iterations. One case in point is that of analysing data with mild to severe multicollinearity. If, in addition, the size of the data is large, the computation of one CANDECOMP/PARAFAC sol