ANALYSIS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO LONGITUDINAL LOAD AND BIAXIAL BENDING

ANALYSIS OF HINGED REINFORCED CONCRETE COLUMNS SUBJECTED TO BIAXIAL BENDING AND THE INTEGRATION METHOD USED IN THE ANALYSIS LEADS TO THREE SIMULTANEOUS NONLINEAR EQUATIONS WHICH ARE SOLVED BY A PROCEDURE BASED ON THE NEWTON-RAPHSON METHOD. AN EXAMPLE IS SOLVED AND THE RESULTS ARE COMPARED WITH THOSE OBTAINED FROM THE EXPERIMENT. THE AGREEMENT IS EXCEPTIONALLY GOOD. /ACI/

• Supplemental Notes:
  • Vol 66, No 7, PP 569-575, 9 FIG, 2 TAB, 3 REF, 1 APP
• Authors:
  • Farah, A
  • Huggins, M W
• Publication Date: 1969-7

Media Info

• Serial:
  • Am Concrete Inst Journal & Proceedings

Subject/Index Terms

• TRT Terms: Bending; Biaxial stress; Columns; Loads; Mathematical analysis; Reinforced concrete
• Uncontrolled Terms: Longitudinal movement
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209086
• Record Type: Publication
• Files: TRIS
• Created Date: Nov 24 1994 12:00AM