Explicit approach to design of stainless steel columns

Journal of Structural Engineering

Volumn 123, Issue 7, 1997, Pages 857-863

  Rasmussen, Kim J R ^a   Rondal, Jacques ^b  

^a UNIVERSITY OF SYDNEY   (Australia)

^b UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

PERRY CURVE; RAMBERG-OSGOOD PARAMETERS;

BUCKLING; DESIGN; SPECIFICATIONS; STAINLESS STEEL; STRESSES;

COLUMNS (STRUCTURAL);

EID: 0031188725     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:7(857)     Document Type: Article

References (12)

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9. Rasmussen, K. J. R., and Hancock, G. J. (1993). "Design of cold-formed stainless steel tubular members I: columns." J. Struct. Engrg., ASCE, 119(8), 2349-2367.
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11. Specification for the design of cold-formed stainless steel structural members. (1990). ASCE, New York, N.Y.
12. Talja, A., and Salmi, P. (1995). "Design of stainless steel RHS beams, columns and beam-columns." Res. Notes 1619, Tech. Res. Ctr. of Finland, VTT, Espoo, Finland.