A finite difference procedure is used to determine the response of a single and multi span curved single box beam bridge with any number of interior diaphragms. The bending and torsional distortions as well as cross-sectional distortions are determined throughout the box girder. The forces that are determined include bending moment and shear, pure torsion, warping torsion, and bimoment. These forces, in addition to distortional functions, yield resulting normal bending, normal warping, and normal distortional stresses. The entire analysis scheme has been programmed for use on an UNIVAC 1108 computer, FORTRAN IV language.

  • Availability:
  • Corporate Authors:

    Pergamon Press, Incorporated

    Maxwell House, Fairview Park
    Elmsford, NY  United States  10523
  • Authors:
    • Heins, C P
    • Oleinik, J C
  • Publication Date: 1976-4

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 65-73
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00158331
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Files: ITRD, TRIS
  • Created Date: Oct 13 1977 12:00AM