## 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¦
Application of linear structural analysis program for steel frame ultimate limit state analysis
β Scribed by Jang, Jing-Jong
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 90 KB
- Volume
- 8
- Category
- Article
- ISSN
- 1062-8002
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This paper proves the generalized compatibility of the boundary displacement pattern of the generalized conforming Β―at shell element with drilling degrees of freedom and the central line displacement pattern of the beam element with Hermite interpolation. According to the incremental equation of vir