Experimental testing of cold-formed built-up members in pure compression |
Biggs, Kenneth A.
(School of Civil Engineering and Environmental Science, The University of Oklahoma)
Ramseyer, Chris (School of Civil Engineering and Environmental Science, The University of Oklahoma) Ree, Suhyun (Department of Architecture and Architectural Engineering, Seoul National University) Kang, Thomas H.-K. (Department of Architecture and Architectural Engineering, Seoul National University) |
1 | Anbarasu, M., Kumar, S. and Sukumar, S. (2013), "Study on the effect of ties in the intermediate length Cold Formed Steel (CFS) columns", Struct. Eng. Mech., Int. J., 46(3), 323-335. DOI |
2 | American Iron and Steel Institute (AISI) (2001a), North American Specification for the Design of Cold-Formed Steel Structural Members; (2001 Edition), Washington, D.C., USA. |
3 | American Iron and Steel Institute (AISI) (2001b), Commentary on North American Specification for the Design of Cold-Formed Steel Structural Members: (2001 Edition), Washington, D.C., USA. |
4 | American Iron and Steel Institute (AISI)(2007), North American Specification for the Design of Cold-Formed Steel Structural Members: (2007 Edition), Washington, D.C., USA. |
5 | Brueggen, B. and Ramseyer, C. (2005), "Capacity of built-up cold-formed steel axial compression members", Proceedings of the Structural Stability Research Council Conference, Rolla, MI, USA. |
6 | Heva, Y.B. and Mahendran, M. (2013), "Flexural-torsional buckling tests of gold-formed steel compression members at elevated temperatures", Steel Compos. Struct., Int. J., 14(3), 205-227. DOI ScienceOn |
7 | Kang, T.H.-K., Piyawat, K. and Ramseyer, C. (2011), "Design buckling strength curve for built-up cold-formed sections", Proceedings of the 6th International Symposium on Steel Structures, Seoul, Korea, November. |
8 | Phan, D.T., Lim, J.B.P., Tanyimboh, T.T. and Sha, W. (2013), "An efficient genetic algorithm for the design optimization of cold-formed steel portal frame buildings", Steel Compos. Struct., Int. J., 15(5), 519-538. DOI |
9 | Piyawat, K., Ramseyer, C. and Kang, T.H.-K. (2011), "Nonlinear buckling of built-up cold-formed sections", Int. J. Theor. Appl. Multiscale Mech., 2(2), 146-164. DOI |
10 | 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", ASCE J. Struct. Eng., 139(12), 04013008. DOI |
11 | Valsa Ipe, T., Sharada Bai, H., Manjula Vani, K. and Iqbal, M.M.Z. (2013), "Flexural behavior of cold-formed steel concrete composite beams", Steel Compos. Struct., Int. J., 14(2), 105-120. DOI |
12 | Wehbe, N., Bahmani, P. and Wehbe, A. (2013), "Behavior of concrete/cold formed steel composite beams:Experimental development of a novel structural system", Int. J. Concrete Struct. Mater., 7(1), 51-59. DOI |
13 | Whittle, J. and Ramseyer, C. (2009), "Buckling capacities of axially loaded, cold-formed, built-up C-channels", Thin-Wall. Struct., 47(2), 190-201. DOI |