Ahn, D.S. (2006) Buckling load and post-buckling behavior of tapered column. Dissertation of Engineering, Wonkwang Univer-sity, Korea.Ahn, D.S. (2006) Buckling load and post-buckling behavior of tapered column. Dissertation of Engineering, Wonkwang Univer-sity, Korea.

Carnahan, B., Luther, H.A. and Wilkes, J.O. (1969) Applied numerical methods. John Wiley and Sons, USA.Carnahan, B., Luther, H.A. and Wilkes, J.O. (1969) Applied numerical methods. John Wiley and Sons, USA.

Dado, M. and Al-Sadder, S. (2005) A new technique for large deflection analysis of non-prismatic cantilever beam. Mechanics Research Communi- cation, Vol. 32, No. 6, pp. 692-703. Dado, M. and Al-Sadder, S. (2005) A new technique for large deflection analysis of non-prismatic cantilever beam. Mechanics Research Communi- cation, Vol. 32, No. 6, pp. 692-703.

Gupta, A. K. (1985) Free vibrations of tapered beam. Journal of the Structural Division, ASCE, Vol. 11, No. 1, pp. 19-36.http://dx.doi.org/10.1061/(ASCE)0733-9445(1985)111:1(19)Gupta, A. K. (1985) Free vibrations of tapered beam. Journal of the Structural Division, ASCE, Vol. 11, No. 1, pp. 19-36.

Huang, Y. and Luo, Q. Z. (2011) A simple method to determine the critical buckling loads for axially inHuang, Y. and Luo, Q. Z. (2011) A simple method to determine the critical buckling loads for axially in

    homogeneous beam with elastic restraints, Vol. 61, No. 9, pp. 2510-2517.    homogeneous beam with elastic restraints, Vol. 61, No. 9, pp. 2510-2517.

Jan, J. D. (2010) Closed-form solution of large deflection for a guyed cantilever column pulled by an inclined cable. Journal of Material Science and Technology, Vol. 19, No, 1, pp. 130-136.Jan, J. D. (2010) Closed-form solution of large deflection for a guyed cantilever column pulled by an inclined cable. Journal of Material Science and Technology, Vol. 19, No, 1, pp. 130-136.

Jung, J. H. and Kang, T. J. (2005) Large deflection analysis of fibers with non-linear elastic properties. Textile Research Journal, Vol. 75, No. 10, pp. 715-723.http://dx.doi.org/10.1177/0040517505055374Jung, J. H. and Kang, T. J. (2005) Large deflection analysis of fibers with non-linear elastic properties. Textile Research Journal, Vol. 75, No. 10, pp. 715-723.

Lau, J. H. (1982) Large deflections of beams with combined loads. Journal of the EngineeringMechanics Division, ASCE, Vol. 108, No. EM1, pp. 180-185.Lau, J. H. (1982) Large deflections of beams with combined loads. Journal of the EngineeringMechanics Division, ASCE, Vol. 108, No. EM1, pp. 180-185.

Lee, B. K., Carr, A. J., Lee, T. E. and Kim. I. J. (2005) Buckling loads of columns with constant volume. International Journal of Structural Stability and Dynamics. Vol. 296, pp. 381-387.Lee, B. K., Carr, A. J., Lee, T. E. and Kim. I. J. (2005) Buckling loads of columns with constant volume. International Journal of Structural Stability and Dynamics. Vol. 296, pp. 381-387.

Lee, B.K., Kim S.K., Lee, T.E. and Kim, G.S. (2009) Geometrical nonlinear analyses of post-buckled column with variable cross- section. Journal of the Korean Society of Civil Engineers, Vol. 29, No. 1A, pp. 53-60.Lee, B.K., Kim S.K., Lee, T.E. and Kim, G.S. (2009) Geometrical nonlinear analyses of post-buckled column with variable cross- section. Journal of the Korean Society of Civil Engineers, Vol. 29, No. 1A, pp. 53-60.

Lee, B.K., Wilson, J.F. and Oh, S.J. (1993) Elastica of cantilevered beams with variable cross sections. International Journal of Non-linear Mechanics, Vol. 28, Issue 5, pp. 579-589.Lee, B.K., Wilson, J.F. and Oh, S.J. (1993) Elastica of cantilevered beams with variable cross sections. International Journal of Non-linear Mechanics, Vol. 28, Issue 5, pp. 579-589.

Liao, S. (2009) Series solution of large deformation of a beam with arbitrary variable cross section with an axial load. ANZIAM Journal Vol. 51, No. 1, pp. 10-33.http://dx.doi.org/10.1017/S1446181109000339Liao, S. (2009) Series solution of large deformation of a beam with arbitrary variable cross section with an axial load. ANZIAM Journal Vol. 51, No. 1, pp. 10-33.

Rojahan, C. (1968) Large deformations of elastic beams. Thesis for the degree of engineer, Stanford University.Rojahan, C. (1968) Large deformations of elastic beams. Thesis for the degree of engineer, Stanford University.

Shatarat, N., Al-Sadder, S., Katkhuda, H., Qabian, A. and Shatnawi, A. (2009) Behavior of a rhombus frame of non-linear elastic material under large deflection. International Journal of Non-linear Mechanics, Vol. 51, No. 2, pp. 166-177.Shatarat, N., Al-Sadder, S., Katkhuda, H., Qabian, A. and Shatnawi, A. (2009) Behavior of a rhombus frame of non-linear elastic material under large deflection. International Journal of Non-linear Mechanics, Vol. 51, No. 2, pp. 166-177.

Solano, C. E. (2009) Semi-exact solutions for large deflections of cantilever beam of non-linear elastic behavior. International Journal of Non-linear Mechanics, Vol. 28, No. 11, pp. 1359-1363.Solano, C. E. (2009) Semi-exact solutions for large deflections of cantilever beam of non-linear elastic behavior. International Journal of Non-linear Mechanics, Vol. 28, No. 11, pp. 1359-1363.

Wilson, J. F., Holloway, D. M. and Biggers, S. B. (1971) Stability experiments on the strongest column and circular arch. Experi-mental Mechanics, Vol. 11, pp. 303-308.http://dx.doi.org/10.1007/BF02320583Wilson, J. F., Holloway, D. M. and Biggers, S. B. (1971) Stability experiments on the strongest column and circular arch. Experi-mental Mechanics, Vol. 11, pp. 303-308.

Wilson, J. F. (1993) Experiments of the strength of solids, McGraw Hill, Inc., USA.Wilson, J. F. (1993) Experiments of the strength of solids, McGraw Hill, Inc., USA.

Yi, X. (2011) Large deflection of tip loaded beam with differential transformation method. Advanced Material Research, Vol. 250-253, pp, 1232-1235.Yi, X. (2011) Large deflection of tip loaded beam with differential transformation method. Advanced Material Research, Vol. 250-253, pp, 1232-1235.