GROUP THEORETIC DESCRIPTION OF BIFURCATION BEHAVIOR OF AXISYMMETRIC REGULAR-POLYGONAL TRUSS DOMES
Author:
Affiliation:
1. JSCE
2. The Technological University of Nagaoka
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/386/1987_386_21/_pdf
Reference19 articles.
1. 1) Yamada, M. and Yamada, S.: Experimental and theoretical studies of the non-linear deflection behavior of clamped spherical shells under concentrated loads, Transactions of the Architectural Institute of Japan, AIJ, No. 321, pp. 73-81, November 1982 (in Japanese).
2. 2) Penning, F. A.: Experimental buckling loads of clamped shallow shells under concentrated loads, Journal of Applied Mathematics, pp. 297-304, June, 1966.
3. 3) 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).
4. 4) 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).
5. 5) Endou, A., Hangai, Y. and Kawamata, S.: Post-buckling analysis of elastic shells of revolution, Report of Institute of Industrial Science, 26, The University of Tokyo, 1976.
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1. RECENT ADVANCES IN DISCRETE MODELLING ON STRUCTURAL MECHANICS;Doboku Gakkai Ronbunshu;1988-10-20
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