Interaction of the joint and of the lateral bracing stiffnesses for the optimum design of unbraced frames-Reference-Cited by-同舟云学术

Interaction of the joint and of the lateral bracing stiffnesses for the optimum design of unbraced frames

Published:1983-09 Issue:3-4 Volume:47 Page:247-262
ISSN:0001-5970
Container-title:Acta Mechanica
language:en
Short-container-title:Acta Mechanica

Author:

Kounadis A. N.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Link

http://link.springer.com/content/pdf/10.1007/BF01189212.pdf

Reference17 articles.

1. Bleich, F.: Buckling strength of metal structures. New York: McGraw-Hill 1961.

2. Von Carman, Th., Tsien, H. S.: The buckling of thin cylindrical shells under axial compression. J. Aeronautical Sci.8, 303?312 (1941).

3. Donnell, L. H., Wan, C. C.: Effects of imperfections on buckling of thin cylinders and columns under axial compression. J. Appl. Mech.17, 73?83 (1950).

4. Koiter, W. T.: On the stability of elastic equilibrium. Thesis, Delft, Amsterdam, 1945. English translation, Air Force Flight Dyn. Lab. Tech. Rep. AFFDL-TR-70-25, Feb. 1970.

5. Hutchinson, J. W., Koiter, W. T.: Postbuckling theory. Appl. Mech. Rev.23, 1353 to 1366 (1970).

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