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A Quasi-Newton method with modification of one column per iteration

✍ Scribed by J. M. Martínez


Publisher
Springer Vienna
Year
1984
Tongue
English
Weight
482 KB
Volume
33
Category
Article
ISSN
0010-485X

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Elastic stability of Euler columns with
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In this paper, analysis of elastic stability for continuously restrained Euler columns is conducted by means of variational iteration method (VIM). A uniform homogeneous column is assumed to be restrained along its length. The restraint considered in this study is an elastic foundation model in engi