Optimum design of Beck's column with a constraint on the static buckling load-Reference-Cited by-同舟云学术

Optimum design of Beck's column with a constraint on the static buckling load

Published:1999-12 Issue:4 Volume:18 Page:228-235
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Langthjem M. A.,Sugiyama Y.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software,General Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF01223304.pdf

Reference20 articles.

1. Bolotin, V.V. 1963:Nonconservative problems in the theory of elastic stability. Oxford: Pergamon

2. Claudon, J.L.; Sunakawa, M. 1981: Optimizing distributed structures for maximum flutter load.AIAA J. 19, 957–959

3. Cook, R.D.; Malkus, D.S.; Plesha, M.E. 1989:Concepts and applications of finite element analysis. New York: John Wiley & Sons

4. Gajewski, A.; Zyczkowski, M. 1988:Optimal structural design under stability constraints. Dortrecht: Kluwer

5. Hanaoka, M.; Washizu, K. 1980: Optimum design of Beck's column.Comp. & Struct. 11, 473–480

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