Buckling of cold formed stainless steel columns under concentric and eccentric loading

International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction

Volumn , Issue , 2000, Pages 687-699

  Rhodes, J ^a   Macdonald, M ^b   McNiff, W ^a  

^a UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^b GLASGOW CALEDONIAN UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; BUCKLING; CARBON STEEL; ELASTIC MODULI; FORMING; STAINLESS STEEL; STIFFNESS; STRUCTURAL LOADS;

COLD FORMING; COMPRESSIVE LOADS; CONCENTRIC LOADING; ECCENTRIC LOADING;

COLUMNS (STRUCTURAL);

EID: 3042513373     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. American Iron and Steel Institute, "Specification for the Design of Cold-Formed Steel Structural Members". 1996
2. BS 5950, "Structural Use of Steelwork in Building" - Part 5: "Code of Practice for the Design of Cold Formed Sections". 1990.
3. ENV 1993-1-3, Eurocode 3: Design of Steel Structures; Part 1.3: "General Rules - Supplementary Rules for Cold Forming Thin Gauge Members and Sheeting". February 1996. (Edited Draft).
4. ANSI/ASCE-8-90, "Specification for the Design of Cold-Formed Stainless Steel Structural Members". 1991.
5. ENV 1993-1-3, Eurocode 3: Design of Steel Structures; Part 1.4: "General Rules - Supplementary Rules for Stainless Steel". July 1996