1 Hiriyur B. K. J, "Yield-line Analysis of Cold-formed Steel Members" 5 (5): 43-54, 2005
2 Rasmussen, K. J. R, "The flexural behaviour of fixed-ended channel section columns" 17 : 45-63, 1993
3 Rasmussen, K. J. R, "Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections" 5 (5): 87-100, 2005
4 Barbero,E, "Prediction of buckling-mode interaction in composite columns" 7 : 269-284, 2000
5 Ashkan,V, "On the buckling of cracked composite cylindrical shells under axial compression" 80 (80): 152-158, 2006
6 Dinar Camotim, "Numerical Analysis of Cold-Formed Steel Membe" 한국강구조학회 5 (5): 63-78, 2005
7 Hancock,G.J, "Non-linear analysis of thin-walled Isections in bending. In Aspects of Analysis of Plate Structures" Oxford University Press 1985
8 Hancock,G.J, "Local distortional and lateral buckling of I-beams" 1787-1798, 1978
9 Teter, A, "Interactive buckling and local carrying capacity of thin-walled beam-columns with intermediate stiffeners" 42 : 211-254, 2004
10 Godoy, L, "Interactive buckling analysis of fiber-reinforced thin-walled columns" 29 (29): 591-613, 1995
1 Hiriyur B. K. J, "Yield-line Analysis of Cold-formed Steel Members" 5 (5): 43-54, 2005
2 Rasmussen, K. J. R, "The flexural behaviour of fixed-ended channel section columns" 17 : 45-63, 1993
3 Rasmussen, K. J. R, "Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections" 5 (5): 87-100, 2005
4 Barbero,E, "Prediction of buckling-mode interaction in composite columns" 7 : 269-284, 2000
5 Ashkan,V, "On the buckling of cracked composite cylindrical shells under axial compression" 80 (80): 152-158, 2006
6 Dinar Camotim, "Numerical Analysis of Cold-Formed Steel Membe" 한국강구조학회 5 (5): 63-78, 2005
7 Hancock,G.J, "Non-linear analysis of thin-walled Isections in bending. In Aspects of Analysis of Plate Structures" Oxford University Press 1985
8 Hancock,G.J, "Local distortional and lateral buckling of I-beams" 1787-1798, 1978
9 Teter, A, "Interactive buckling and local carrying capacity of thin-walled beam-columns with intermediate stiffeners" 42 : 211-254, 2004
10 Godoy, L, "Interactive buckling analysis of fiber-reinforced thin-walled columns" 29 (29): 591-613, 1995
11 Hancock, G. J, "Interaction buckling in I-section columns" 165-179, 1981
12 Azam, T, "Instability of imperfect composite cylindrical shells under combined loading" 80 (80): 49-64, 2006
13 Silvestre, N, "First-order generalised beam theory for arbitrary orthotropic materials" 40 : 755-789, 2002
14 Barbero, E, "Experimental verification of buckling-mode interaction in intermediate length composite columns" 37 (37): 3919-3934, 2000
15 Bradford, M. A, "Elastic interaction of local and lateral buckling in beams" 2 : 1-25, 1984
16 LaBoube, R. A, "Design Standards for Cold-Formed Steel Framing" 5 (5): 55-62, 2005
17 Teter, A, "Buckling of thinwalled composite structures with intermediate stiffene" 69 : 421-428, 2004
18 Raftoyiannis,I, "Buckling mode interaction in FRP columns" College of Engineering, West Virginia University 1994
19 Nadia, B, "Buckling Design Analysis of Thin-walled Compressed Members with or without Perforations" 5 (5): 33-42, 2005
20 Young, B, "Bifurcation of singly symmetric columns" 28 : 155-177, 1977
21 Rasmussen,K.J.R, "Bifurcation analysis of locally buckled members" School of Civil and Mining Engineering, University of Sydney 1995
22 Chung, K. F, "An Investigation into Deformation Characteristics of Lapped Connections between Cold-formed Steel Z Sections" 5 (5): 23-32, 2005
23 "ABAQUS standard Version 6.5. User Manual"
24 Key, P. W, "A finite strip method for the elastic-plastic large displacement analysis of thinwalled and cold-formed steel sections" 16 : 3-29, 1993
25 Bauld, R. B, "A Vlasov theory for fiber-reinforced beams with thin-walled open crosssections" 20 (20): 277-294, 1984