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Symmetry of the stiffness matrices for geometrically non-linear analysis

✍ Scribed by Badawi, M. ;Cusens, A. R.


Publisher
Wiley (John Wiley & Sons)
Year
1992
Tongue
English
Weight
300 KB
Volume
8
Category
Article
ISSN
0748-8025

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## Abstract This paper is concerned with the estimation of errors that arise in the geometrically non‐linear analysis of framed structures using 1D beam‐column finite elements. A quartic element is used to illustrate specific issues of error estimation relating to geometrically non‐linear analysis,