1 El Aghoury, M., "Ultimate capacity of battened columns composed of four equal slender angles" 63 : 175-185, 2013
2 G. Shi, "Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression" 국제구조공학회 12 (12): 31-51, 2012
3 M. Anbarasu, "Study on the effect of ties in the intermediate length Cold Formed Steel (CFS) columns" 국제구조공학회 46 (46): 323-335, 2013
4 M. Adil Dar, "Structural performance of cold-formed steel composite beams" 국제구조공학회 27 (27): 545-554, 2018
5 M. Adil Dar, "Structural efficiency of various strengthening schemes for cold-formed steel beams: Effect of global imperfections" 국제구조공학회 30 (30): 393-403, 2019
6 El Aghoury, M., "Strength of cold formed battened columns subjected to eccentric axial compressive force" 113 : 58-70, 2015
7 A. Megnounif, "Strength buckling predictions of cold-formed steel built-up columns" 국제구조공학회 28 (28): 443-460, 2008
8 Vijayanand, S., "Strength and behavior of cold-formed steel built-up battened columns : tests and numerical validation" 46 (46): 154-164, 2019
9 Anbarasu, M., "Simulation of flexural behaviour and design of CFS closed built-up beams composed of two sigma sections for local buckling" 191 : 549-562, 2019
10 Hareesh Muthuraj, "Post buckling mechanics and strength of cold-formed steel columns exhibiting Local-Distortional interaction mode failure" 국제구조공학회 64 (64): 621-640, 2017
1 El Aghoury, M., "Ultimate capacity of battened columns composed of four equal slender angles" 63 : 175-185, 2013
2 G. Shi, "Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression" 국제구조공학회 12 (12): 31-51, 2012
3 M. Anbarasu, "Study on the effect of ties in the intermediate length Cold Formed Steel (CFS) columns" 국제구조공학회 46 (46): 323-335, 2013
4 M. Adil Dar, "Structural performance of cold-formed steel composite beams" 국제구조공학회 27 (27): 545-554, 2018
5 M. Adil Dar, "Structural efficiency of various strengthening schemes for cold-formed steel beams: Effect of global imperfections" 국제구조공학회 30 (30): 393-403, 2019
6 El Aghoury, M., "Strength of cold formed battened columns subjected to eccentric axial compressive force" 113 : 58-70, 2015
7 A. Megnounif, "Strength buckling predictions of cold-formed steel built-up columns" 국제구조공학회 28 (28): 443-460, 2008
8 Vijayanand, S., "Strength and behavior of cold-formed steel built-up battened columns : tests and numerical validation" 46 (46): 154-164, 2019
9 Anbarasu, M., "Simulation of flexural behaviour and design of CFS closed built-up beams composed of two sigma sections for local buckling" 191 : 549-562, 2019
10 Hareesh Muthuraj, "Post buckling mechanics and strength of cold-formed steel columns exhibiting Local-Distortional interaction mode failure" 국제구조공학회 64 (64): 621-640, 2017
11 Mohammed H. Serror, "Numerical study on the rotation capacity of CFRP strengthened cold formed steel beams" 국제구조공학회 23 (23): 385-397, 2017
12 Kherbouche, S., "Numerical study and design of thin walled cold formed steel built-up open and closed section columns" 179 : 670-682, 2019
13 Zhang, J. H., "Numerical investigation and design of cold-formed steel built-up open section columns with longitudinal stiffeners" 89 : 178-191, 2015
14 Lu, Y., "Novel local buckling formulae for cold-formed C-section columns considering end condition effect" 116 : 265-276, 2017
15 AISI, "North American specification for the design of cold formed steel structural members"
16 AISI, "North American specification for the design of cold formed steel structural members"
17 Krishanu Roy, "Nonlinear behavior of axially loaded back-to-back built-up cold-formed steel un-lipped channel sections" 국제구조공학회 28 (28): 233-250, 2018
18 ASCE, "Minimum design loads for buildings and other structures, ASCE/SEI7-05"
19 M. Anbarasu, "Influence of spacers on ultimate strength of intermediate length thin walled columns" 국제구조공학회 16 (16): 437-454, 2014
20 Gunalan, S., "Improved design rules for fixed ended CFS columns subject to flexural–torsional buckling" 73 : 1-17, 2013
21 Anbarasu, M., "Improved design procedure for battened cold-formed steel built-up columns composed of lipped angles" 164 : 105781-, 2020
22 Yasintha Bandula Heva, "Flexural-torsional buckling tests of cold-formed steel compression members at elevated temperatures" 국제구조공학회 14 (14): 205-227, 2013
23 T. Valsa Ipe, "Flexural behavior of cold-formed steel concrete composite beams" 국제구조공학회 14 (14): 105-120, 2013
24 Devi, S. V., "Finite element study of lean duplex stainless steel semi-elliptical hollow section members with circular perforation subjected to torsion" 146 : 2020
25 Zhang, J. H., "Finite element analysis and design of CFS built-up closed section columns with web stiffeners" 131 : 223-237, 2018
26 Kenneth A. Biggs, "Experimental testing of cold-formed built-up members in pure compression" 국제구조공학회 18 (18): 1331-1351, 2015
27 Aboozar Saleh, "Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams" 국제구조공학회 57 (57): 785-808, 2016
28 M.A. Dar, "Experimental study on innovative sections for cold formed steel beams" 국제구조공학회 19 (19): 1599-1610, 2015
29 M.A. Dar, "Experimental investigations on the structural behaviour of a distressed bridge" 국제구조공학회 56 (56): 695-705, 2015
30 Dabaon, M., "Experimental investigation of built-up CFS section battened columns" 92 : 137-145, 2015
31 Maia, W., "Experimental and numerical investigation of CFS double angle members under compression" 121 : 398-412, 2016
32 "Eurocode 3, Design of steels tructures-Part1-5: Plated structural elements, BS EN 1993-1-5"
33 "Eurocode 3, Design of steel structures-Part1-1: General rules and rules for building, BS EN 1993-1-1"
34 "Eurocode 3, Design of steel structures-Part 1-3: General rules supplementary rules for cold-formed members and sheeting, BS EN 1993-1-3"
35 M. Adil Dar, "Effect of angle stiffeners on the flexural strength and stiffness of cold-formed steel beams" 국제구조공학회 33 (33): 225-243, 2019
36 Wang-Bao Zhou, "Distortional buckling of cold-formed lipped channel columns subjected to axial compression" 국제구조공학회 23 (23): 331-338, 2017
37 Young, B., "Design of CFS built-up closed sections with intermediate stiffeners" 134 (134): 727-737, 2008
38 Schafer, B. W., "Computational modelling of cold-formed steel : characterizing geometric imperfections and residual stresses" 47 (47): 193-210, 1998
39 Moacir Kripka, "Cold-formed steel channel columns optimization with simulated annealing method" 국제구조공학회 48 (48): 383-394, 2013
40 Standards of Australia, "CFS Structures, AS/NZS 4600"
41 Sahoo, D. R., "Built-up battened columns under lateral cyclic loading" 45 (45): 552-562, 2007
42 Whittle, J., "Buckling capacities of axially loaded, cold-formed, built-up C-channels" 47 (47): 190-201, 2009
43 Dar, M. A., "Behaviour of laced built-up CFS columns : Experimental investigation and numerical validation" 132 : 398-409, 2018
44 Anbarasu, M., "Behaviour of CFS built-up I-section columns composed of four U-profiles" 22 (22): 613-625, 2019
45 Mohamed Ghannam, "Axial Load Capacity of Cold-formed Steel Built-up Stub Columns" 한국강구조학회 17 (17): 1273-1283, 2017
46 Muftah, F., "Assessment of Connection Arrangement of Built-up CFS Section under Axial Compression" 2014
47 "AS1170.1-2002, Standards Association of Australia"
48 ABAQUS, "ABAQUS Standard (Version 6.14.2)" Simulia Inc 2014