LOADS AND LOAD COMBINATIONS FOR SLENDER HIGH-STRENGTH CONCRETE COLUMNS

In this paper, procedures for the computation of the statistics of load effects for slender columns are proposed. A failure criterion is chosen, column strength and load effects are defined accordingly, and a procedure consistent with the selected failure criterion is developed. A load effect definition that does not resort on the moment magnification method is presented. The advantages of the proposed procedure are discussed.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 528-531

Subject/Index Terms

Filing Info

  • Accession Number: 00778281
  • Record Type: Publication
  • ISBN: 0784404216
  • Files: TRIS
  • Created Date: Nov 2 1999 12:00AM