A PREDICTION METHOD OF ULTIMATE STRENGTH FOR STIFFENED PLATES UNDER BIAXIAL IN-PLANE FORCES
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, Kochi National College of Technology
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1994/489/1994_489_49/_pdf
Reference23 articles.
1. 1) Timoshenko, S. P. and Gere, J. M.: Theory of Elastic Stability, Second Edition,. McGraw-Hill, New York, 1961.
2. 2) Allen, H. G. and Bulson, P. S.: Background to Buckling. McGraw-Hill, 1980.
3. 3) Fukumoto, Y. (Ed.): Guidelines for Stability Design of Steel structures. JSCE, 1987.
4. 4) Prabhakara, M. K. and Chia,C. Y.: Post-buckling behaviour of rectangular orthotropic plates. J. Mech. Eng. Sci., Vol. 15, pp. 25-33, 1973.
5. 5) Libove, C.: Buckle pattern of biaxially compressed simply supported orthotropic rectangular plates. J. Composite Materials, Vol. 17, pp. 45-48, 1983.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. ULTIMATE STRENGTH OF STIFFENED PLATES SUBJECTED TO BIAXIAL FORCES;Doboku Gakkai Ronbunshu;1996-04-21
2. ULTIMATE STRENGTH OF THIN STEEL PLATES SUBJECTED TO BIAXIAL FORCES;Doboku Gakkai Ronbunshu;1995-01-21
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