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Geometrically nonlinear analysis of elastic framed structures

✍ Scribed by M.B. Wong; F. Tin-Loi

Publisher
Elsevier Science
Year
1990
Tongue
English
Weight
737 KB
Volume
34
Category
Article
ISSN
0045-7949

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πŸ“œ SIMILAR VOLUMES

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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,