ALTERNATIVE P-DELTA METHOD FOR PRESTRESSED MEMBERS SUBJECTED TO AXIAL LOAD AND BENDING

An alternative method for calculating the P-delta effect in prestressed members subjected to applied axial load and bending moments is introduced. The method is an extension of a recently proposed P-delta approach for sway structures designed to load and resistance factor principiles. A number of examples are used to illustrate the new technique.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/13846957
• Corporate Authors:

  American Concrete Institute

  P.O. Box 19150, Redford Station, 22400 Seven Mile Road
  Detroit, MI  United States  48219
• Authors:
  • Scholz, H
• Publication Date: 1990-7

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 464-472
• Serial:
  • ACI Structural Journal
  • Volume: 87
  • Issue Number: 4
  • Publisher: American Concrete Institute (ACI)
  • ISSN: 0889-3241
  • Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP

Subject/Index Terms

• TRT Terms: Axial loads; Bending moments; Columns; Prestressed concrete; Structural design; Structural members
• Subject Areas: Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure;

Filing Info

• Accession Number: 00496433
• Record Type: Publication
• Report/Paper Numbers: Title No. 87 S46
• Files: TRIS
• Created Date: Aug 31 1990 12:00AM