## Abstract This paper is concerned with the estimation of errors that arise in the geometrically nonβlinear analysis of framed structures using 1D beamβcolumn finite elements. A quartic element is used to illustrate specific issues of error estimation relating to geometrically nonβlinear analysis,
Non-linear analysis of framed structures with axial constraints
β Scribed by E. Graff; M. Eesenberger
- Book ID
- 107876569
- Publisher
- Elsevier Science
- Year
- 1991
- Tongue
- English
- Weight
- 539 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0045-7949
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