Sheathed Cold-Formed Steel Studs under Axial and Lateral Load
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21218.
2. Professor and Chair, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21218 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000966
Reference22 articles.
1. American Iron and Steel Institute (AISI). (2002). “Rotational-lateral stiffness test method for beam-to-panel assemblies.” AISI-TS-1 Cold-formed steel design manual Washington DC.
2. American Iron and Steel Institute (AISI). (2012). “North American specification for the design of cold-formed steel structural members.” AISI-S100 Washington DC.
3. American Iron and Steel Institute (AISI). (2007). “North American standard for cold-formed steel framing—General provisions.” AISI-S200 Washington DC.
4. Godinho J. Gallant S. Quiter L. Aviram A. Mayes R. L. and Hamburger R. O. (2013). “Design & detailing of metal stud wall systems in response to air-blast loading effects.” Paper presented at the Structures Congress 2013: Bridging Your Passion with Your Profession—Proc. 2013 Structures Congress 226–238.
5. Light gage steel columns in wall-braced panels;Green G. G.;Cornell Univ. Eng. Exp. Station,1947
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