NUMERICAL PROBLEMS IN NONLINEAR ANALYSIS OF REINFORCED CONCRETE

This investigation covers an intensive study of numerical problems encountered in the application of the computer program NOTACS (Nonlinear Time-dependent Analysis of Concrete Structures) in the nonlinear analysis of reinforced concrete structures. Axial, beam, and slab structures are studied with special emphasis on the influence of various convergence criteria on the final results obtained.

  • Corporate Authors:

    University of California, Berkeley

    Division of Structural Engineering and Structural Mechanics
    Berkeley, CA  United States  94720

    National Science Foundation

    1800 G Street, NW
    Washington, DC  United States  20550
  • Authors:
    • Mueller, G
  • Publication Date: 1977-9

Media Info

  • Pagination: 60 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00191613
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: UCSESM-77-5 Intrm Rpt.
  • Contract Numbers: NSF-ENG77-00146
  • Files: TRIS
  • Created Date: May 26 1979 12:00AM