[1]
Kosny. J, Christian J.E. Thermal evaluation of several configurations of insulation and structural materials for some metal stud walls, Energy and Buildings 1995; 22(3): 157-163.
DOI: 10.1016/0378-7788(94)00913-5
Google Scholar
[2]
Kaitila O. Imperfection sensitivity analysis of lipped channel columns at high temperatures. Journal of Constructional Steel Research 2002; 58(3): 333-51.
DOI: 10.1016/s0143-974x(01)00060-8
Google Scholar
[3]
Lee J. Local buckling behaviour and design of cold-formed steel compression members at elevated temperatures. PhD thesis. Queens-land University of Technology, (2004).
DOI: 10.1201/9781351077309-34
Google Scholar
[4]
M.Q. Feng. Numerical and Experimental Studies of Cold-formed Thin-walled Steel Studs in Fire, PhD thesis, University of Manchester, (2003).
Google Scholar
[5]
Ranby A. Structural fire design of thin-walled steel sections. Journal of Constructional Steel Research 1998; 46(1-3): 303-4.
DOI: 10.1016/s0143-974x(98)00118-7
Google Scholar
[6]
Thanuja Ranawaka, Mahen Mahendran. Distortional buckling tests of cold-formed steel compression members at elevated temperatures. Journal of Constructional Steel Research 2009; 65(2): 249-259.
DOI: 10.1016/j.jcsr.2008.09.002
Google Scholar
[7]
Thanuja Ranawaka, Mahen Mahendran. Numerical modeling of light gauge cold-formed steel compression members subjected to distortional buckling at elevated temperatures. Thin-Walled Structures 2010; 48(4-5): 334-344.
DOI: 10.1016/j.tws.2009.11.004
Google Scholar
[8]
Chen J, Jin WL. Behavior of high strength cold-formed steel columns under elevated temperatures. Engineering Mechanics 2009; 26(12): 167-174.
Google Scholar
[9]
B. Salhab, Behavior of Cold-formed Thin-walled Steel Studs with Perforated Web at Ambient Temperature and in fire, PhD thesis, University of Manchester, (2007).
Google Scholar
[10]
AS/NZS 4600. Australian/New Zealand Standard. Cold-formed steel structures, Standards Australia, Sydney, (2005).
Google Scholar
[11]
Hőglund, T. and Burstrand, H. Slotted steel studs to reduce thermal bridges in insulated walls. Thin-Walled Structures, 1998; 32(1-3): 81-109.
DOI: 10.1016/s0263-8231(98)00028-7
Google Scholar
[12]
Elhajj, N. R. Development of cost-effective, energy-efficient steel framing. Final Report, AISI/DOE Technology Roadmap Program, Pittsburgh, PA, U.S. A, (2003).
DOI: 10.2172/807633
Google Scholar
[13]
ABAQUS6. 10 Documentation, http: /www. simulia. com.
Google Scholar
[14]
Schafer.B. W, Li. Z, Moen C.D. Computational modeling of cold-formed steel. Thin-Walled Structures 2010; 48(10-11): 752-762.
DOI: 10.1016/j.tws.2010.04.008
Google Scholar
[15]
ENV1993-1-3-2006, Design of steel Structures, Part 1. 3.
Google Scholar
[16]
Outinen, J. Mechanical properties of structural steels at elevated temperatures. Licentiate thesis, Helsinki University of Technology, (1999).
Google Scholar
[17]
Tide, Raymond H.R. Integrity of structural steel after exposure to fire. Engineering Journal 1998; 35: 26–38.
Google Scholar