1 |
ABAQUS (2014), Version 6.14-2, SIMULIA, Providence, RI, USA.
|
2 |
American Iron and Steel Institute (2012), North American specification for the design of cold-formed Steel Structural Members;, NAS S100.
|
3 |
Anbarasu, M., Kanagarasu, K. and Sukumar, S. (2015), "Investigation on the behaviour and strength of cold-formed steel web stiffened built-up battened columns", Mater. Struct., 48(12), 4029-4038.
DOI
|
4 |
Aslani, F. and Goel, S.C. (1991), "An analytical criterion for buckling strength of built-up compression members", J. Struct. Eng. Am. Soc. Civil Engr., 28(4), 159-168.
|
5 |
Biggs, K.A., Ramseyer, C., Ree, S. and Kang, T.H.K. (2015), "Experimental testing of cold-formed built-up members in pure compression", Steel Compos. Struct., Int. J., 18(6), 1331-1351.
DOI
|
6 |
BS EN (2001), Tensile testing of metallic materials method of test at ambient temperature; British Standards Institution.
|
7 |
Dabaon, M., Ellobody, E. and Ramzy, K. (2015), "Nonlinear behavior of built-up cold-formed steel section battened columns", J. Constr. Steel Res., 110, 16-28.
DOI
|
8 |
Darcy, G. and Mahendran, M. (2008), "Development of a new cold-formed steel building system", Adv. Struct. Eng., 11(6), 661-677.
DOI
|
9 |
Ellobody, E. and Young, B. (2005), "Behavior of cold-formed steel plain angle columns", J. Struct. Eng. Am. Soc. Civil Engr., 131(3), 457-466.
|
10 |
Fratamico, D.C., Torabian, S., Rasmussen, K.J. and Schafer, B.W. (2016), "Experimental Investigation of the Effect of Screw Fastener Spacing on the Local and Distortional Buckling Behavior of Built-Up Cold-Formed Steel Columns", Proceedings of Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structure, Baltimore, MD, USA, November.
|
11 |
Lawson, R.M., Ogden, R.G., Pedreschi, R. and Popo-Ola, S.O. (2008), "Development of cold-formed steel sections in composite applications for residential buildings", Adv. Struct. Eng., 11(6), 651-660.
DOI
|
12 |
Piyawat, K., Ramseyer, C. and Kang, T.H.K. (2013), "Development of an axial load capacity equation for doubly symmetric built-up cold-formed sections", J. Struct. Eng. Am. Soc. Civil Engr., 139(12), 04013008-13.
|
13 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018c), "Experimental Investigation into the Behaviour of Axially Loaded Back-to-back Cold-formed Steel Built-up Channel Sections", Proceedings of International Conference on the 'Trends and Recent Advances in Civil Engineering-TRACE-2018', Noida, Uttar Pradesh, India, August. [Accepted]
|
14 |
Reyes, W. and Guzman, A. (2011), "Evaluation of the slenderness ratio in built-up cold formed box sections", J. Constr. Steel Res., 67(6), 929-935.
DOI
|
15 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018a), "Effect of Thickness on the Behaviour of Axially Loaded Back-to-back Cold-formed Steel Built-up Channel Sections", Proceedings of the 12th International Conference on 'Advances in Steel-Concrete Composite Structures'-ASCCS 2018, Valencia, Spain, June. [Accepted]
|
16 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018b), "Effect of thickness on the behaviour of axially loaded back-to-back cold-formed steel built-up channel sections - Experimental and numerical investigation", Structures. [Under review]
|
17 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018g), "Numerical investigation into the behavior of axially loaded back-to-back cold-formed stainless steel built-up channel sections", Steel Compos. Struct., Int. J. [Under review]
|
18 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018d), "Experimental investigation into the behaviour of back-to-back gapped built-up cold-formed steel channel sections under compression", Proceedings of Wei-Wen Yu International Specialty Conference on Cold-Formed Steel Structures 2018, St. Louis, MI, USA, November. [Accepted]
|
19 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018e), "Finite Element Modelling of Back-to-back Built-up Cold-formed Steel Channel Columns under Compression", Proceedings of International Conference on the 'Trends and Recent Advances in Civil Engineering-TRACE-2018', Noida, Uttar Pradesh, India, August. [Accepted]
|
20 |
Roy, K., Ting, T.C.H. Lau, H.H. and Lim, J.B.P. (2018f), "Nonlinear behaviour of back-to-back gapped built-up coldformed steel channel sections under compression", J. Constr. Steel Res., 147, 257-276.
DOI
|
21 |
Schafer, B.W. (2002), "Local, distortional and euler buckling of thin-walled columns", J. Struct. Eng. Am. Soc. Civil Engr., 128(3), 289-299.
|
22 |
Shi, G., Liu, Z., Ban, H.Y., Zhang, Y., Shi, Y.J. and Wang, Y.Q. (2011), "Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression", Steel Compos. Struct., Int. J., 12(1), 31-51.
|
23 |
Silvestre, N. and Camotim, D. (2004), "Distortional buckling formulae for cold-formed steel rack-section members" Steel Compos. Struct., Int. J., 4(1), 49-75.
DOI
|
24 |
Standards Australia (2005), Cold-Formed Steel Structures; AS/NZS 4600:2005, Standards Australia / Standards New Zealand.
|
25 |
Stone, T.A. and LaBoube, R.A. (2005), "Behaviour of cold-formed steel built-up I-sections", Thin-Wall. Struct., 43(12), 1805-1817.
DOI
|
26 |
Young, B. and Chen, J. (2008), "Design of cold-formed steel builtup closed sections with intermediate stiffeners", J. Struct. Eng. Am. Soc. Civil Engr., 134(5), 727-737.
|
27 |
Ting, T.C.H., Roy, K., Lau, H.H. and Lim, J.B.P. (2018), "Effect of screw spacing on behavior of axialy loaded back-to-back coldformed steel built-up channel sections", Adv. Struct. Eng., 21(3), 474-487.
DOI
|
28 |
Whittle, J. and Ramseyer, C. (2009), "Buckling capacities of axially loaded, cold-formed, built-up channels", Thin-Wall. Struct., 47(2), 190-201.
DOI
|
29 |
Young, B. (2005), "Local buckling and shift of effective centroid of cold-formed steel columns", Steel Compos. Struct., Int. J., 5(2-3), 235-246.
DOI
|
30 |
Zhang, J.H. and Young, B. (2012), "Compression tests of coldformed steel I-shaped open sections with edge and web stiffeners", Thin-Wall. Struct., 52, 1-11.
DOI
|
31 |
Zhou, W. and Jiang, L. (2017), "Distortional buckling of coldformed lipped channel columns subjected to axial compression" Steel Compos. Struct., Int. J., 23(3), 331-338.
DOI
|