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
Subject
Building and Construction,Architecture
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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