LONG REINFORCED CONCRETE COLUMNS IN BIAXIAL BENDING

THE BEHAVIOUR OF LONG REINFORCED CONCRETE COLUMNS IN BIAXIAL BENDING IS STUDIED. A METHOD IS FIRST DEVELOPED FOR DETERMINING THE DEFORMATIONS IN A RECTANGULAR REINFORCED CONCRETE SECTION SUBJECTED TO A BIAXIALLY ECCENTRIC FORCE. THE METHOD INVOLVES A LARGE NUMBER OF ELEMENTARY ARITHMETICAL CALCULATIONS AND HAS BEEN DEVELOPED FOR COMPUTER COMPUTATION. ON THE BASIS OF SEVERAL SIMPLIFYING ASSUMPTIONS, NOTABLY CONCERNING DEFLECTED SHAPE, A STUDY IS MADE OF THE BEHAVIOUR AND STRENGTH UNDER SHORT-TIME LOADINGS OF PIN-ENDED COLUMNS UNDER BIAXIALLY ECCENTRIC LOADING. /AUTHOR/

• Supplemental Notes:
  • No 29-1, pp 133-148, 6 FIG, 10 REF
• Corporate Authors:

  International Association for Bridge and Structural Engineering

  ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
  Zurich 8093,   Switzerland  CH-8093
• Authors:
  • WARNER, R F
• Publication Date: 1969

Subject/Index Terms

• TRT Terms: Bending; Biaxial stress; Columns; Deformation; Eccentricity; Loads; Reinforced concrete
• Uncontrolled Terms: Eccentric loading
• Old TRIS Terms: Biaxial loads
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209116
• Record Type: Publication
• Files: TRIS
• Created Date: Mar 16 1970 12:00AM