ELASTIC BEHAVIOR OF BIAXIALLY LOADED STEEL COLUMNS

A NUMERICAL PROCEDURE BASED UPON POWER SERIES APPROACH IS PRESENTED FOR STUDYING THE ELASTIC BEHAVIOR OF BIAXIALLY LOADED COLUMNS WITH ECCENTRICITIES NOT ALIKE AT THE TOW ENDS. THE EQUAL ECCENTRICITY CASE IS TREATED AS A SPECIAL CASE IN THE GENERALIZED PROCEDURE DEVELOPED IN THIS STUDY. THE NUMERICAL RESULTS FOR DEFLECTIONS, TWIST AND INITIAL YIELD LOAD OBTAINED BY THIS METHOD ARE COMPARED WITH SOME OF THE EXISTING ANALYTICAL AS WELL AS EXPERIMENTAL RESULTS. THE AGREEMENT WITH THE ANALYTICAL SOLUTIONS IS FOUND TO BE EXCELLENT. THE STUDY INDICATES THE POSSIBILITY OF EXTENDING THIS APPROACH TO THE INELASTIC CASE. /ASCE/

• Supplemental Notes:
  • Vol 96, No ST 3, PROC PAPER 7143, PP 469-486, 7 FIG, 7 TAB,
• Authors:
  • Syal, I C
  • Sharma, S S
• Publication Date: 1970-3

Media Info

• Serial:
  • Journal of the Structural Division
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Biaxial stress; Columns; Deflection; Eccentricity; Elasticity (Mechanics); Loads; Numerical analysis; Steel
• Old TRIS Terms: Biaxial loads; Yield
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209190
• Record Type: Publication
• Files: TRIS
• Created Date: Jun 1 1970 12:00AM