Cold-formed steel design by the direct strength method: Bye-bye effective width

Proceedings - Annual Technical Session, Structural Stability Research Council

Volumn , Issue , 2003, Pages 357-377

  Schafer, B W ^a  

^a JOHNS HOPKINS UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AMERICAN IRON AND STEEL INSTITUTE; COLD-FORMED STEEL MEMBERS; DIRECT STRENGTH METHOD (DSM); FINITE STRIP METHOD;

BUCKLING; BUILDING CODES; ELASTICITY; NUMERICAL METHODS; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; THIN WALLED STRUCTURES;

STEEL STRUCTURES;

EID: 3042642313     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Ghersi, A., Landolfo, R., Mazzolani, P.M. (2002). Design of Metallic Cold-Formed Thin-Walled Members. Spon Press.
2. Hancock, G.J., Kwon, Y.B., Bernard, E.S. (1994). "Strength design curves for thin-walled sections undergoing distortional buckling." Elsevier, J. of Const. Steel Res., 31 (2-3) 169-186.
3. Hancock, G.J., Murray, T.M., Ellifritt, D.S. (2001). Cold-Formed Steel Structures to the AISI Specification. Marcell-Dekker, New York, New York.
4. NAS (2001). "North American Specification for the Design of Cold-Formed Steel Structural Members." American Iron and Steel Institute. Washington, D.C.
5. Quispe, L., Hancock, G.J. (2002). "Direct Strength Method for the Design of Purlins." 16th Int'l. Spec. Conf. on Cold-Formed Steel Structures, Orlando, FL. 561-572.
6. Schafer, B.W. (2002a). "Local, Distortional, and Euler Buckling in Thin-walled Columns." ASCE, J. of Struct. Eng. 128 (3) 289-299.
7. Schafer, B.W. (2002b). "Progress on the Direct Strength Method." 16th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL. 647-662.
8. Schafer, B.W., Peköz, T. (1998). "Direct Strength Prediction of Cold-Formed Steel Members using Numerical Elastic Buckling Solutions." 14th International Specialty Conference on Cold-Formed Steel Structures. St. Louis, Missouri. 69-76.
9. Schafer, B.W., Peköz, T. (1999), "Laterally Braced Cold-Formed Steel Flexural Members with Edge Stiffened Flanges." ASCE, J. of Struct. Eng. 125 (2) 118-127.
10. Yu, C., Schafer, B.W. (2003). "Local Buckling Tests on Cold-Formed Steel Beams." ASCE, J of Struct. Eng. (In Press)
11. Yu, W.W. (2000). Cold-Formed Steel Design. John Wiley & Sons, Inc.