REINFORCED CONCRETE BEAM-COLUMNS AND BEAMS ON ELASTIC FOUNDATION

This paper describes a method and a computer program for the analysis of stresses and deformations in reinforced concrete frames with or without prestressing. The members of the frame may be supported on elastic foundation and/or subjected to large axial forces for which the mean-column effect is accounted for. Time-dependent redistribution of stresses between concrete and the prestressed and the nonprestressed reinforcement is considered. The computer program can also be used for stability analysis of frames.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Sirosh, S N
  • Ghali, A
• Publication Date: 1989-3

Media Info

• Features: Appendices; Figures; References;
• Pagination: p. 666-682
• Serial:
  • Journal of Structural Engineering
  • Volume: 115
  • Issue Number: 3
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9445
  • Serial URL: http://ascelibrary.org/loi/jsendh

Subject/Index Terms

• TRT Terms: Beams; Columns; Computer programs; Deformation; Elastic analysis; Foundations; Frames; Prestressed concrete; Reinforced concrete; Stability analysis; Stresses; Time dependence
• Uncontrolled Terms: Reinforced concrete beams
• Old TRIS Terms: Elastic design; Time dependent parameters
• Subject Areas: Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure;

Filing Info

• Accession Number: 00484003
• Record Type: Publication
• Files: TRIS
• Created Date: May 31 1989 12:00AM