1 |
Dabaon, M., Ellobody, E. and Ramzy, K. (2015), "Experimental investigation of built-up cold-formed steel section battened columns", Thin-Walled Struct., 92, 137-145. https://doi.org/10.1016/j.tws.2015.03.001.
DOI
|
2 |
Dong, J., Wang, S.Q. and Lu, X. (2006), "Simulations of the hysteretic behavior of thin-wall cold-formed steel members under cyclic uniaxial loading", Struct. Eng. Mech., 24(3), 323-337. https://doi.org/10.12989/sem.2006.24.3.323.
DOI
|
3 |
Eurocode 3 (2006), Design of steel structures-Part 1-3: General rules supplementary rules for cold-formed members and sheeting, BS EN 1993-1-3, Brussels.
|
4 |
Georgieva, I., Schueremans, L. and Pyl, L. (2012), "Composed columns from cold-formed steel Z-profiles: Experiments and code-based predictions of the overall compression capacity", Eng. Struct., 37(4), 125-134. https://doi.org/10.1016/j.engstruct.2011.12.017.
DOI
|
5 |
GB50018 (2002), Technical Code of Cold-formed Thin-wall Steel Structures, Beijing, China.
|
6 |
GB/T228.1 (2010), Metallic materials: Tensile testing: part 1: Method of test at room temperature, Beijing, China.
|
7 |
Heva, Y.B. and Mahendran, M. (2013), "Flexural-torsional buckling tests of cold-formed steel compression members at elevated temperatures", Steel Compos. Struct., 14(3), 205-227. https://doi.org/10.12989/scs.2013.14.3.205.
DOI
|
8 |
Kripka, M. and Pravia, Z.M.C. (2013), "Cold-formed steel channel columns optimization with simulated annealing method", Struct. Eng. Mech., 48(3), 383-394. https://doi.org/10.12989/sem.2013.48.3.383.
DOI
|
9 |
AS/NZS No. 4600 (2005), Cold-formed Steel Structure, Sydney, Australia.
|
10 |
Li, Y.Q., Li, Y.L., Wang, S.K. and Shen, Y.Z. (2014), "Ultimate load-carrying capacity of cold-formed thin-walled columns with built-up box and I section under axial compression", Thin-Walled Struct., 79(3), 202-217. https://doi.org/10.1016/j.tws.2014.02.003.
DOI
|
11 |
Miller, T.H. and Pekoz, T. (1993), "Behavior of cold-formed steel wall stub assemblies", J. Struct. Eng., 119(2) 641-651.
DOI
|
12 |
Muthuraj, H., Sekar, S.K., Mahendran, M. and Deepak, O.P. (2017), "Post buckling mechanics and strength of cold-formed steel columns exhibiting Local-Distortional interaction mode failure", Struct. Eng. Mech., 64(5), 621-640. https://doi.org/10.12989/sem.2017.64.5.621.
DOI
|
13 |
Peters, G.K. (2003), "An investigation of the effects of fastener spacing in build-up cold-formed steel compression members", M.Sc. Dissertation, University of Dalhousie, Canada.
|
14 |
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., 139(12), 04013008.
DOI
|
15 |
Schafer, B.W. (2012), CUFSM4.05: Finite strip buckling analysis of thin-walled members, Johns Hopkins University, Baltimore, U.S.A. http://www.ce.jhu.edu/bschafer/cufsm.
|
16 |
Stone, T.A. and La Boube, R.A. (2005), "Behavior of cold-formed steel built-up I-sections", Thin-Walled Struct., 43(12), 1805-1817. https://doi.org/10.1016/j.tws.2005.09.001.
DOI
|
17 |
Whittle, J. and Ramseyer, C. (2009), "Buckling capacities of axially loaded, cold-formed, built-up C-channels", Thin-Walled Struct., 47(2), 190-201. https://doi.org/10.1016/j.tws.2008.05.014.
DOI
|
18 |
Yu, W.W. (2000), Cold Formed Steel Design, 3rd Edition, John Wiley & Sons Inc., New York, NY, USA.
|
19 |
Young, B. and Chen, J. (2008), "Column tests of cold-formed steel non-symmetric lipped angle sections", J. Constr. Steel Res., 64(7), 808-815. https://doi.org/10.1016/j.jcsr.2008.01.021.
DOI
|
20 |
Young, B. and Rasmussen, K.J.R. (1998), "Tests of fixed-ended plain channel columns", J. Struct. Eng., 124(2), 131-139.
DOI
|
21 |
Zandonini, R. (1985), "Stability of compact built-up struts: experimental investigation and numerical simulation", Constr. Met., 4, 288.
|
22 |
Zhang, J.H. and Young, B. (2015), "Numerical investigation and design of cold-formed steel built-up open section columns with longitudinal stiffeners", Thin-Walled Struct., 89, 178-191. https://doi.org/10.1016/j.tws.2014.12.011.
DOI
|
23 |
Zhou, L.H. (2007), "Experimental and theoretical research on high strength cold-formed thin-walled steel stub columns under compression", M.Sc. Dissertation, Chang'an University, China.
|
24 |
Zhou, W.B. and Jiang, L.Z. (2017), "Distortional buckling of coldformed lipped channel columns subjected to axial compression", Steel Compos. Struct., 23(3), 331-338. http://doi.org/10.12989/scs.2017.23.3.331.
DOI
|
25 |
Aslani, F. and Goel, S.C. (1991), "An analytical criterion for buckling strength of built-up compression members", Eng. J. AISC, 28(4), 159-168.
|
26 |
Anbarasu, M., Kumar, S.B. and Sukumar, S. (2013), "Study on the effect of ties in the intermediate length Cold Formed Steel (CFS) columns", Struct. Eng. Mech., 46 (3), 323-335. https://doi.org/10.12989/sem.2013.46.3.323.
DOI
|
27 |
Anbarasu, M. and Sukumar, S. (2014), "Influence of spacers on ultimate strength of intermediate length thin walled columns", Steel Compos. Struct., 16(4), 437-454. https://doi.org/10.12989/scs.2014.16.4.437.
DOI
|
28 |
AISI (2007), North American specification for the design of coldformed steel structural members, Washington, DC, USA.
|
29 |
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, 18(6), 1331-1351. https://doi.org/10.12989/scs.2015.18.6.1331.
DOI
|