1 Timoshenko, S.P., "Theory of Elastic Stability" McGraw-Hill 1961
2 Tall, L., "The reinforcement of steel columns" 33-37, 1989
3 Pinarbasi, S., "Stability analysis of two-segment stepped columns with different end conditions and internal axial loads" 2013
4 Shaat, A., "Slender steel columns strengthened using high modulus CFRP plates for buckling control" 13 (13): 2-12, 2009
5 Liu, S. W., "Second-order analysis of non-prismatic steel members by tapered beam-column elements" 6 : 108-118, 2016
6 Tide, R. H. R., "Reinforcing steel members and the effects of welding" 129-131, 1990
7 Brown, JH., "Reinforcing loaded steel compression members" 16 : 1-168, 1988
8 Liliana Marques, "Rayleigh-Ritz procedure for determination of the critical load of tapered columns" 국제구조공학회 16 (16): 47-60, 2014
9 Saka, M. P., "Optimum design of steel frames with tapered members" 63 (63): 797-811, 1997
10 Bhowmick, A. K., "Limit state design of steel columns reinforced with welded steel plates" 114 : 48-60, 2016
1 Timoshenko, S.P., "Theory of Elastic Stability" McGraw-Hill 1961
2 Tall, L., "The reinforcement of steel columns" 33-37, 1989
3 Pinarbasi, S., "Stability analysis of two-segment stepped columns with different end conditions and internal axial loads" 2013
4 Shaat, A., "Slender steel columns strengthened using high modulus CFRP plates for buckling control" 13 (13): 2-12, 2009
5 Liu, S. W., "Second-order analysis of non-prismatic steel members by tapered beam-column elements" 6 : 108-118, 2016
6 Tide, R. H. R., "Reinforcing steel members and the effects of welding" 129-131, 1990
7 Brown, JH., "Reinforcing loaded steel compression members" 16 : 1-168, 1988
8 Liliana Marques, "Rayleigh-Ritz procedure for determination of the critical load of tapered columns" 국제구조공학회 16 (16): 47-60, 2014
9 Saka, M. P., "Optimum design of steel frames with tapered members" 63 (63): 797-811, 1997
10 Bhowmick, A. K., "Limit state design of steel columns reinforced with welded steel plates" 114 : 48-60, 2016
11 Juliusz Kuś, "Lateral-torsional buckling steel beams with simultaneously tapered flanges and web" 국제구조공학회 19 (19): 897-916, 2015
12 Jong Sup Park, "Lateral buckling formula of stepped beams with length-to-height ratio factor" 국제구조공학회 18 (18): 745-757, 2004
13 박종섭, "Inelastic lateral-torsional buckling strengths of stepped I-beams subjected to general loading condition" 국제구조공학회 48 (48): 275-289, 2013
14 Surla, A. S., "Inelastic buckling assessment of monosymmetric I-beams having stepped and non-compact flange sections" 114 (114): 146-148, 2015
15 Galambos, T. V., "Guide to Stability Design Criteria for Metal Structures" John Wiley and Sons 1998
16 Ren, Q. X., "Experimental behavior of tapered CFST columns under combined compression and bending" 128 : 39-52, 2017
17 Nagaraja Rao, R. N., "Columns reinforced under load" Lehigh University Institute of Research, Lehigh University 1962
18 Singh, K. V., "Buckling of functionally graded and elastically restrained non-uniform columns" 40 : 393-403, 2009
19 H.G. Fan, "Buckling of axial compressed cylindrical shells with stepwise variable thickness" 국제구조공학회 54 (54): 87-103, 2015
20 Sundaramoorthy Rajasekaran, "Buckling and vibration of rectangular plates of variable thickness with different end conditions by finite difference technique" 국제구조공학회 46 (46): 269-294, 2013
21 Wu, Z., "Behaviour of steel columns reinforced with welded steel plates" Department of Civil and Enviromental Engineering, University of Alberta 2002
22 Zhang, X., "Axial crushing of tapered circular tubes with graded thickness" 92 : 12-23, 2015
23 Cuhadaroglu Pinarbasi, S., "Advances in Computational Stability Analysis" Intech 91-114, 2012
24 "AISC360-10, Specification for Structural Steel Buildings"