With the dynamic element method (DEM), results more accurate than with the conventional finite element method (FEM) are obtained with the same number of degrees of freedom. This is due to the introduction of shape functions of polynomial type, introducing frequency dependence into the mass matrix ex
โฆ LIBER โฆ
Analysis of frame-cable structures
โ Scribed by W. Shan; C. Yamamoto; K. Oda
- Book ID
- 107877865
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 816 KB
- Volume
- 47
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
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This paper provides a state-of-the-art summary of recent advances in inelastic analysis of space frame structures. Particular attentions are devoted to inelastic modelling of framework components for accurate representation of frame behaviour and the applications of plastic hinge analysis for large-