Shear capacity of cold-formed light-gauge steel framed shear-wall panels with fiber cement board sheathing

Author:

Khaliq Wasim,Moghis Ahmed

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference20 articles.

1. AISI S213-07/S1-09 (2012). “North American Standard for Cold-Formed Steel Framing-Lateral Design 2007 Edition with Supplement No. 1.” Washington DC, USA, pp.72.

2. Al-Kharat, M., and Rogers, C. (2007). “Inelastic performance of cold-formed steel strap braced walls.” Journal of Constructional Steel Research, 63(4), pp. 460–474. http://dx.doi.org/10.1016/j.jcsr.2006.06.040.

3. ASCE/SEI 7-10 (2013). “Minimum Design Loads for Buildings and Other Structures.” American Society of Civil Engineers. www.pubs.asce.org, 1801 Alexander Bell Drive, Reston, Virginia 20191, pp.650. http://dx.doi.org/10.1061/9780784412916.

4. ASTM A653/A653M-15e1 (2015). “Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.” ASTM International, West Conshohocken, PA. www.astm.org, pp.13. DOI: 10.1520/A0653_A0653M-15E01.

5. ASTM C150/C150M-16e1 (2016). “Standard Specification for Portland Cement.” ASTM International, West Conshohocken, PA. www.astm.org, pp.10. doi: 10.1520/ C0150_C0150M-16E01.

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