## 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,
β¦ LIBER β¦
Geometrically non-linear behaviour of space frame structures
β Scribed by J.L. Meek; S. Loganathan
- Publisher
- Elsevier Science
- Year
- 1989
- Tongue
- English
- Weight
- 954 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0045-7949
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