GEOMETRIC STIFFNESS MATRIX TO ANALYZE THE LATERAL-TORSIONAL BUCKLING OF CURVED MEMBERS
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, Tohoku University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1990/416/1990_416_59/_pdf
Reference12 articles.
1. 1) Vlazov, V. Z.: Thin-Walled Elastic Beams, 2nd ed., Israel Program for Scientific Translations, Jerusalem, 1961 (Translated from Russian).
2. 2) Timoshenko, S. P. and Gere, J. M.: Theory of Elastic Stability, McGraw-Hill, 1961.
3. 3) Yoo, C. H.: Flexural-torsional stability of curved beams, Jour. of the Engrg. Mech., ASCE, Vol. 108, No. EM6, pp. 1351-1369, 1982.
4. 4) Yang, Y. B. and Kubo, S. R.: Static stability of curved thin-walled beams, Jour. of Engrg. Mech., ASCE, Vol. 112, EM8, pp. 821-841, 1986.
5. 5) Rajasekaran, S. and Ramm, E.: Discussion to “Flexural-torsional stability of curved beams” by C. H. Yoo, Jour. of Engrg. Mech., ASCE, Vol. 110, No. 1, pp. 144-149, 1984.
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