GROUP THEORETIC CATEGORIZATION OF BIFURCATION MODES OF TRUSS DOME STRUCTURES
Author:
Affiliation:
1. JSCE
2. Technological University of Nagaoka
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1986/374/1986_374_89/_pdf
Reference12 articles.
1. 1) Yamada, M. and Yamada, S.: Experimental and theoretical studies of the non-linear deflection behavior of clamped shallow spherical shells under concentrated loads. Transactions of the Architectural Institute of Japan, AIJ, No. 321, pp. 73-81, November 1982 (in Japanese).
2. 2) Yoshida, Y., Masuda, N. and Matsuda, T.: A discrete element approach to elasto-plastic large displacement analysis of thin shell structures. Proceedings of Japan Society of Civil Engineers, No. 288, pp. 41-55, August 1979 (in Japanese).
3. 3) Fukumoto, Y. and Mizuno, E.: Static and quasi-static stability and imperfection sensitivity of reticulated shell structures. Proceedings of Japan Society of Civil Engineers, No. 288, pp. 29-40, August 1979 (in Japanese).
4. 4) Hosono, T.: Analysis of elastic buckling problem by arc length method. Part 1, The nature of incremental solution at the buckling point, Transactions of the Architectural Institute of Japan, AIJ, No. 242, pp. 41-48, April 1976 (in Japanese).
5. 5) Hosono, T.: Analysis of elastic buckling problem by arc length method. Part 2, The arc length method for actual numerical analysis. Transactions of the Architectural Institute of Japan, AIJ, No. 243, pp. 21-30, May 1976 (in Japanese).
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1. GROUP THEORETIC STUDY OF BIFURCATION POINTS OF TRUSS DOME STRUCTURES;Doboku Gakkai Ronbunshu;1987-10-20
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