Experiements on the stability of sheathed cold-formed steel studs under axial load and bending
Kara D. Peterman.
2012. M. Sc. Thesis, Johns Hopkins University, Baltimore, Maryland.. Go

---

Study, test and designing of cold formed section as per AISI code.
S.M. Hardwani, A.V. Patil.
2012. Int. Journal of Applied Sciences and Engineering Research, Vol. 1, Issue 3, pages 522-531.. Go

---

Perforated metal deck design with commentary, and Appendix B.
L.D. Luttrell.
2011. Steel Deck Institute, Report No. PMDDWC. Go

---

Steel sheet sheathing options for cold-formed steel framed shear wall assemblies providing shear resistance - phase 2
Yujie Chen, Cheng Yu.
2009. A Research Report Submitted to American Iron and Steel Institute, Report No. UNT-G70752, Department of Engineering Technology, University of North Texas, American Iron and Steel Institute/ Steel Framing Alliance, Research report RP09-2.. Go

---

Experimental Investigation of High Strength Cold-Formed C-Section in Combined Bending and Shear
C.H. Pham, G.J. Hancock.
2009. Research Report No R894, School of Civil Engineering, The University of Sydney, Australia. Go

---

Strength of cold-formed steel jamb stud-to-track connections
Victor Lewis, Reinhold M. Schuster, Steven R. Fox.
2008. American Iron and Steel Institute/ Steel Framing Alliance, Research report RP08–1.. Go

---

Experimental Study of High Strength Cold-Formed Stiffened Web Steel Sections
D.C.Y. Yap, G.J. Hancock.
2008. Research Report No R889. School of Civil Engineering, The University of Sydney, Australia. Go

---

Part I: The Interaction of Local and Overall Buckling of Cold-Formed Stainless Steel Columns
J. Becque.
2008. PhD Thesis, School of Civil Engineering, The University of Sydney, Australia. Go

---

Part II: The Interaction of Local and Overall Buckling of Cold-Formed Stainless Steel Columns
J. Becque.
2008. PhD Thesis, School of Civil Engineering, The University of Sydney, Australia. Go

---

Structural Capacity of Light Gauge Steel Storage Rack Uprights
D. Koen.
2008. Msc Thesis, School of Civil Engineering, The University of Sydney, Australia. Go

---

Predictions of Flexural Behaviour of Built-Up Cold-Formed Steel Sections
P. Sultana.
2007. Msc Thesis, University of Waterloo, Ontario, Canada. Go

---

Seismic Performance Assessment of Multi-Storey Buildings with Cold Formed Steel Shear Wall Systems
J.M. Martinez.
2007. PhD Thesis, University of Waterloo, Ontario, Canada. Go

---

Direct Strength Design of Cold-Formed Purlins
C. Hung, G.J. Hancock.
2007. Research Report No. R882. School of Civil Engineering, The University of Sydney, Australia. Go

---

Performance of cold-formed steel-framed shear walls: Alternative configurations
M.A. Sorhouet, R. Serrette, K.A. Morgan.
2006. Submitted to NAHB Research Center, Final Report: LGSRG-06-02 (FINAL REVISION 9-9-02), 2002. American Iron and Steel Institute / Steel Framing Alliance, Revised Edition 2006, Research report RP0 2 – 7.. Go

---

Designing cold-formed steel using the Direct Strength Method
B.W. Schafer.
2006. 8th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL. October 2006. Department of Civil engineering, Johns Hopkins University. Go

---

Buckling analysis of cold-formed steel members using CUFSM: conventional and constrained finite strip methods
B.W. Schafer, S. Adany.
2006. 8th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL. October 2006. Department of Civil engineering, Johns Hopkins University. Go

---

A Guide to Fire and Acoustic Data for Cold-Formed Steel Floor and Wall Assemblies
2006. Steel Framing Alliance (SFA). Go

---

Galvanized Steel Framing for Residential Buildings
2006. Research Report No. RP06-1. American Iron and Steel Institute. NAHB Research Center Inc. Steel Framing Alliance (SFA). Go

---

Typical tests on cold-formed steel structures
M.Ta. Mahmood, C.S. Tan, P.N. Shek.
2006. Proceedings of the 6th Asia-Pacific Structural Engineering and Construction Conference, Kuala Lumpur, Malaysia. Go

---

Performance Of Locally Produced Cold-Formed Steel Sections for Roof Truss System
M.Ta. Mahmood, C.M. Thong, C.S. Tan.
2005. Jurnal Teknologi B, 42 (B). pp. 11-28. Go

---

Finite Element Modelling and Design of Cold-Formed Stainless Steel Sections
M. Lecce, K.J.R. Rasmussen.
2005. Research Report No. R845. School of Civil Engineering, The University of Sydney, Australia. Go

---

Design of cold-formed web members with non-uniform cross sections
S. Parent, J.J. Pote, K.W. Neale.
2004. Seventeenth International Specialty Conference on Cold-Formed Steel Structures. Orlando, Florida, U.S.A.. Go

---

Cold-formed steel examples to the theory and finite element implementation of plasticity
H. Hofmeyer.
2004. Seventeenth International Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida, U.S.A.. Go

---

Corrosion of Galvanized Fasteners used in Cold-Formed Steel Framing
2004. Research Report No. RP04-4. American Iron and Steel Institute. University of Hawaii at Manoa. Steel Framing Alliance (SFA). Appendix A of the report. Go

---

Estimating the Response of Cold-Formed Steel Frame Shear Walls
R. Serrette, K. Chau.
2003. Research Report No. RP03-7. American Iron Steel Institute. Steel Framing Alliance (SFA). Go

---

Development of Cost-Effective, Energy Efficient Steel Framing: Structural Performance of Slit-Web Steel Wall Studs
N. Elhajj.
2002. Research Report No. RP02-8. American Iron and Steel Institute, U.S. Department of Energy - Washington D.C., NAHB Research Center Inc. Steel Framing Alliance (SFA). Go

---

Testing of Bolted Cold Formed Steel Connections in Bearing (With and Without Washers)
J.A. Wallace, R.M. Schuster, R.A. LaBoube.
2001. Research Report, Canadian Cold Formed Steel Research Group, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada. Go

---

Calibrations of Bolted Cold Formed Steel Connections in Bearing (With and Without Washers)
J.A. Wallace, R.M. Schuster, R.A. LaBoube.
2001. Research Report, Canadian Cold Formed Steel Research Group, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada. Go

---

Calibrations of Cold Formed Steel Welded Connections
F.M. Tangorra, R.M. Schuster, R.A. LaBoube.
2001. Research Report, Canadian Cold Formed Steel Research Group, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada. Go

---

Cold-formed steel design.
W.W. Yu.
2000. John Wiley & Sons, Third edition.. Go

---

Effect of Anchorage and Sheathing Configuration on the Cyclic Response of Long Steel-Frame Shear Walls
S. Vagh, J.D. Dolan, W.S. Easterlink.
2000. Research Report No. RP00-6. American Iron and Steel Institute. Steel Framing Alliance (SFA). Go

---

Computational Modeling of Cold-Formed Steel: Characterizing Geometric Imperfections and Residual Stresses
B.W. Schafer, T. Pekoz.
1998. Journal of Constructional Steel Research, Elsevier Science Ltd. 47(3). Department of Civil engineering, Johns Hopkins University. Go

---

Monotonic Tests of Cold-Formed Steel Shear Walls With Openings
1997. Research Report No. RP97-1. American Iron and Steel Institute. U.S. Department of Housing and Urban Development. National Association of Home Builders, NAHB Research Center. Steel Framing Alliance (SFA). Go

---

Additional Shear Wall Values for Light Weight Steel Framing
H. Nguyen, G. Hall, R. Serrette, J. Encalada, B. Matchen, A. Williams.
1997. Research Report No. RP97-2. American Iron and Steel Institute. Steel Framing Alliance (SFA). Go

---

Shear Wall Values for Light Weight Steel Framing
H. Nguyen, G. Hall, R. Serrette.
1996. Research Report No. RP96-1. American Iron and Steel Institute. Steel Framing Alliance (SFA). Go

---

A Builder's Guide to Steel Frame Construction
Steel Framing Alliance (SFA). Go

---