BIFURCATION BEHAVIOR OF AN OCTAGONAL TRUSS DOME WITH IMPERFECTIONS
Author:
Affiliation:
1. JSCE
2. The Technological University of Nagaoka
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/380/1987_380_251/_pdf
Reference4 articles.
1. 1) Fujii, H.: Striped patterns in the nature, Nonlinear phenomena and analysis, Introduction to modern mathematics (1), A Special Issue of Mathematics Seminar, October 1979 (in Japanese).
2. 2) Ikeda, K., Matushita, S. and Torii, K: Symmetry breaking bifurcation behavior of dome structures and group theory, Proceedings of Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol. 3, No. 1, pp. 113s-122s, April 1986.
3. 3) Ikeda, K., Torii, K. and Matushita, S.: A group theoretic interpretation of bifurcation modes of truss dome structures, Proceedings of Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., Vol. 3, No. 2, pp. 257s-266s, October 1986.
4. 4) Nishino, F., Ikeda, K., Sakurai, T. and Hasegawa, A.: A total lagrangian nonlinear analysis of elastic trusses, Proceedings of Japan Society of Civil Engineers, Structural Eng./Earthquake Eng., No. 344, I-1, pp. 39-53, April 1984.
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1. GROUP THEORETIC DESCRIPTION OF BIFURCATION BEHAVIOR OF AXISYMMETRIC REGULAR-POLYGONAL TRUSS DOMES;Doboku Gakkai Ronbunshu;1987-10-20
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