An analytical method for the calculation of the stiffness and carry-over coefficients for masonry beam-columns is presented. The masonry element is made of a material which can resist little or no tension. It is shown that the stability functions for the conventional frame element represent an upper or lower boundary for the functions discussed here; further, that unlike in the conventional case, specific knowledge of the eccentricity ratio is required for a unique solution. /Author/TRRL/

  • Availability:
  • Corporate Authors:

    Pergamon Press, Incorporated

    Maxwell House, Fairview Park
    Elmsford, NY  United States  10523
  • Authors:
    • Frisch-Fay
  • Publication Date: 1977


  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00163156
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Analytic
  • Files: ITRD, TRIS
  • Created Date: Feb 16 1978 12:00AM