SHAPE OPTIMIZATION OF SPACE STRUCTURES FOR BUCKLING LOAD
Author:
Affiliation:
1. Dept. of Architecture & Architectural Eng., Faculty of Engineering, Kagoshima Univ.
2. Division of Environmental Engineering and Architecture, Graduate School of Environmental Studies, Nagoya Univ.
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijs/68/564/68_KJ00004089002/_pdf
Reference27 articles.
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2. 2) THOMPSON. JMT. A General Theory of Elastic Stability. John Wiley and Sons, New York. (1973)
3. 3) SEYRANIAN A. P. Multiple eigenvalues in structural optimization problems. Structural Opimization. (1994) vol.8, p.207-227.
4. 4) OHSAKI M. Optimization of Geomrtrically Non-linear Symmetric Systems with Coincident Critical Points. Int J. Numer. Methods Engng. (2000) vol.48, p.1345-1357.
5. 5) OHSAKI M. Sensitivity Analysis of Bifurcation Load of Finite-Dimensional Symmetric Systems. Int. J. Num. Meth. Engng.. (1996) vol.39, p.1707-1720.
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