ELASTIC BUCKLING IN TWO-COMPONENT COLUMNS

THE INITIAL BUCKLING LOADS OF TWO-COMPONENT COLUMS WITH FOUR DIFFERENT END CONDITIONS ARE INVESTIGATED. THE TWO COMPONENTS OF A COLUMN ARE ASSUMED TO BE RIGIDLY CONNECTED WITH ONE COMPONENT ON TOP OF THE OTHER. THE CENTROIDAL AXES OF THE TWO COMPONENTS ARE COINCIDENT BUT THERIR PRINCIPAL PLANES ARE OFFSET BY AN ARBITRARY ANGLE. THE SHEAR CENTER OF THE COLUMN CROSS SECTION IS ASSUMED TO COINCIDE WITH ITS CENTROID. THE EFFECTS OF THE HEIGHT RATIO OF THE TWO COMPONENTS AND THE OFFSET ANGLE ARE ASSESSED FOR THE INITIAL BUCKLING LOAD OF THE COLUMN. /ASCE0

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339399
• Supplemental Notes:
  • Vol 95, No EM3, PROC PAPER 6612, PP 611-628, 7 FIG, 6 FEF,
• Authors:
  • Hsu, Y
• Publication Date: 1969-6

Media Info

• Serial:
  • Journal of Engineering Mechanics
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9399
  • EISSN: 1943-7889
  • Serial URL: http://ascelibrary.org/journal/jenmdt

Subject/Index Terms

• TRT Terms: Buckling; Columns; Loads; Structural analysis
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209051
• Record Type: Publication
• Files: TRIS
• Created Date: Sep 29 1994 12:00AM