Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method-Reference-Cited by-同舟云学术

Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method

Published:2009-12 Issue:11-12 Volume:58 Page:2528-2534
ISSN:0898-1221
Container-title:Computers & Mathematics with Applications
language:en
Short-container-title:Computers & Mathematics with Applications

Author:

Atay Mehmet Tarık,Coşkun Safa Bozkurt

Publisher

Elsevier BV

Subject

Computational Mathematics,Computational Theory and Mathematics,Modeling and Simulation

Reference33 articles.

1. Die altitudine colomnarum sub proprio pondere corruentium;Euler;Acta Acad Petropol,1778

2. Determination of the greatest height consistent with stability that a vertical pole on mast can be made and of the greatest height to which a tree of given proportions can grow;Greenhill;Proceedings of the Cambridge Philosophical Society IV,1883

3. Design of columns of varying cross-section;Dinnik;Transactions of the ASME,1929

4. Mathematical Methods in Engineering;Karman,1940

5. Theory of Elastic Stability;Timoshenko,1961

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