## 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¦
Natural approach for geometric non-linear analysis of thin-walled frames
β Scribed by S. Rajasekaran
- Publisher
- John Wiley and Sons
- Year
- 1991
- Tongue
- English
- Weight
- 108 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0029-5981
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