1 |
Arbabi, F. (1991) Structural Analysis and Behavior. McGraw-Hill, Inc
|
2 |
Euler, L. (1774) Methodus inveniendi lineas curvas maxima minimive proprietate gaudentes, Additamentum I. De Curvis Elasticis. Lausanne and Geneva
|
3 |
Lee, B.K., Kim, S.K., Lee, S.W. (2007) Geometrical non-linear analysis of cantilever column with constant volume. Journal of Korean Society of Civil Engineers, 27(1A) , pp.59-67(in Korean)
|
4 |
Sakiyama, T. (1986) A method of analyzing the elastic buckling of tapered columns. Computers & Structures, 23(1), pp.119-120
DOI
ScienceOn
|
5 |
Lee, B.K., Oh, S.J. (2000) Elastica and buckling loads of simple tapered columns with constant volume. International Journal of Solids and Structures, 37, pp.2507-2518
DOI
ScienceOn
|
6 |
Wilson, J.F. (1993) Experiments of the Strength of Solids, McGraw-Hill, Inc
|
7 |
Takagi R., Maeda M., S. J. Duan, S.J., Nakagawa, K. (1997) A proposal for optimum structural design with the largest buckling load. Computer & Structures, 63(5), pp.1033-1036
DOI
ScienceOn
|
8 |
Lee, B.K., Carr, A.J., Lee, T.E., Kim, I.J. (2006) Buckling loads of columns with constant volume. Journal of Sound and Vibration, 294, pp.381-387
DOI
ScienceOn
|
9 |
Wilson, J.F., Holloway, D.M. (1971) Stability experiments on the strongest columns and circular arches. Experimental Mechanics, 11, pp.303-308
DOI
|
10 |
Gere, J.M., Timoshenko, S.P. (1997) Mechanics of Materials, PWS Publishing Company
|
11 |
Haftka, R.T., Gurdal, Z., Kamat, M.P. (1990) Element of Structural Optimization, Kluwer Academic Publisher
|
12 |
Lee, B.K, Carr, A.J., Lee, T.E., Ahn, D.S. (2005) Elasticas and buckling loads of shear deformable tapered columns. International Journal of Structural Stability and Dynamics. 5(3), pp.317-335
DOI
|
13 |
Lee, B.K., Kim, S.K., Park, K.K. (2006) Critical loads of tapered Beck's columns with clamped and spring supports. Journal of the Computational Structural Engineering Institute of Korea, 19(1), pp.85-92(in Korean)
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