BIFURCATION BEHAVIOR OF AN AXISYMMETRIC ELASTIC SPACE TRUSS
Author:
Affiliation:
1. JSCE
2. Department of Structural Engineering, The Technological University of Nagaoka
3. Department of Civil Engineering, University of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1988/392/1988_392_231/_pdf
Reference4 articles.
1. 1) Nishino, F., Hartono, W., Fujiwara, O. and Karasudhi, P.: A Study of the Stability and Behavior at the Critical Point by the Taylor Expansion: Proceedings of Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol. 4, No. 1, 1s-9s, April 1987.
2. 2) Hartono, W., Nishino, F., Fujiwara, O. and Karasudhi, P.: On Tracing Equilibrium Paths of Geometrically Nonlinear Structures, Proceedings of Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol. 4, No. 1, 11s-17s, April 1987.
3. 3) Moriguti, S., Udagawa, K. and Hitotumatu, S.: Mathematical Formulas II, Iwanami Co. Ltd., October 1957.
4. 4) Ikeda, K. and Torii, K.: Group Theoretic Study of Bifurcation Points of Truss Dome Structures, Proceedings of Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol. 4, No. 2, October 1987.
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1. COMPUTATIONAL BIFURCATION ANALYSIS OF GEOMETRICALLY NONLINEAR STRUCTURES;Doboku Gakkai Ronbunshu;1997-01-21
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