SHEAR DEFORMATINS IN REINFORCED CONCRETE FRAMES

Analytical procedures are described for considering the effects of shear on the deformation response of reinforced concrete frames. Presented also are the details and results of a corroborative test program involving a large-scale frame model. The theoretical and experimental investigations undertaken show that shear-related effects, through various direct and indirect means, can contribute significantly to frame deformation. Load capacity and failure mechanism can also be influenced. The analysis procedure is shown to provide fairly accurate predictions of these influences.

• Availability:
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• Corporate Authors:

  American Concrete Institute

  P.O. Box 19150, Redford Station, 22400 Seven Mile Road
  Detroit, MI  United States  48219
• Authors:
  • Vecchio, F J
  • Emara, M B
• Publication Date: 1992-1

Media Info

• Features: Figures; References;
• Pagination: p. 46-56
• Serial:
  • ACI Structural Journal
  • Volume: 89
  • Issue Number: 1
  • Publisher: American Concrete Institute (ACI)
  • ISSN: 0889-3241
  • Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP

Subject/Index Terms

• TRT Terms: Deformation; Forecasting; Frames; Reinforced concrete; Shear strength; Structural analysis
• Subject Areas: Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure;

Filing Info

• Accession Number: 00618510
• Record Type: Publication
• Files: TRIS
• Created Date: Jan 31 1992 12:00AM