SECONDARY MOMENTS IN SINGLE-SPAN PRESTRESSED CONCRETE BEAMS AND FRAMES DETERMINED BY COLUMN ANALOGY

THE COLUMN ANALOGY METHOD HAS SOME ADVANTAGE OVER THE OTHER CLASSICAL METHODS OF MOMENT AREA, VIRTUAL WORK AND MOMENT DISTRIBUTION WHEN COMPUTING SECONDARY MOMENTS IN REDUNDANT, SINGLE-SPAN PRESTRESSED CONCRETE BEAMS. IT IS GENERALLY SUPERIOR TO MOMENT DISTRIBUTION FOR DETERMINING SECONDARY MOMENTS IN SINGLE-BAY, PRESTRESSED CONCRETE RECTANGULAR AND GRABLE FRAMES. /AUTHOR/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Supplemental Notes:
  • Vol 13, No 1, PP 32-58, 30 FIG, 10 REF
• Authors:
  • Foderberg, D L
  • Branson, D E
• Publication Date: 1968-2

Media Info

• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Beams; Columns; Engineering moments; Methodology; Prestressed concrete; Prestressing
• Uncontrolled Terms: Moment distribution
• Old TRIS Terms: Analogies
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208422
• Record Type: Publication
• Files: TRIS
• Created Date: Mar 18 1994 12:00AM