Column buckling under general loads with allowances for pre-buckling shortening and shear deformation

Author:

Xiang Y.,Wang C. M.,Kitipornchai S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering

Reference12 articles.

1. Wang, C. M.; Xiang, Y.; Kitipornchai, S.: Buckling of restrained columns with shear deformation and axial shortening. J. Engng. Mech 117 (1991) 1973–1989

2. Greenhill, A. G.: Determination of the greatest height consistent with stability that a vertical pole or mast can be made, and of the greatest height to which a tree of given proportions can grow. Proc. Cambridge Phil. Soc. 4 (1881) 65–73

3. Wang, C. Y.; Drachman, B.: Stability of a heavy column with an end load. Trans. ASME. J. Appl. Mech. 48 (1981) 668–669

4. Shastry, B. P.; Rao, G. V.: Stability of short columns subjected to distributed axial loads. Trans. ASME. J. Appl. Mech. 52 (1985) 229–230

5. Raju, K. K.; Rao, G. V.: Two parameter stability of short columns subjected to a distributive axial compressive load. Res Mechanica 22 (1987) 59–63

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