Impact of global flexural imperfections on the cold-formed steel column curve

19th International Specialty Conference on Recent Research and Developments in Cold-Formed Steel Design and Construction

Volumn , Issue , 2008, Pages 81-95

  Schafer, B W ^a   Zeinoddini, V M ^a  

^a Johns Hopkins University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COLD-FORMED STEEL; COLD-FORMED STEEL DESIGN; COLUMN DESIGN; DESIGN SPECIFICATION; FINITE ELEMENT SOLUTION; MATERIAL NONLINEAR; NORTH AMERICAN; OUT-OF-STRAIGHTNESS;

DESIGN; SPECIFICATIONS; STEEL CONSTRUCTION; STEEL STRUCTURES; STUDS (STRUCTURAL MEMBERS);

STEEL RESEARCH;

EID: 77955786619     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. AISC (2005). Specification for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL. ANSI/ASIC 360-05
2. AISI (2007). North American Specification for the Design of Cold-Formed Steel Structures. American Iron and Steel Institute, Washington, D.C., AISI-S100.
3. Chen, W.F., Lui, E.M. (2007). Structural Stability: Theory and Implementation. Prentice-Hall.
4. Galambos, T. (1998) "Guide to Stability Design Criteria for Metal Structures". 5th ed., Wiley, New York, NY, 815-822.
5. Madsen (2007) AISIWIN, v7.0, Devco Software, http://www.devcosoftware. com/aisiwin.html last visited 11 July 2007.
6. nd Edition. Wiley.
7. Ziemian (2007) MASTAN, v3.0, www.mastan2.com last visited 11 July 2007.