INELASTIC FLEXURAL--TORSIONAL BUCKLING

WITH THE INCREASING USE OF PLASTIC DESIGN METHODS IN STRUCTURAL ENGINEERING, IT BECOMES NECESSARY TO OBTAIN A BETTER UNDERSTANDING OF THE EFFECT OF PARTIAL CROSS- SECTIONAL YIELDING ON THE FLEXURAL-TORSIONAL BUCKLING BEHAVIOR OF LATERALLY BRACED BEAMS. THE EQUATIONS NEEDED TO STUDY THE BUCKLING BEHAVIOR OR PARTIALLY YIELDED BEAMS AND FRAMES HAVE BEEN DEVELOPED. THESE EQUATIONS HAVE BEEN USED TO INVESTIGATE THE STRENGTHENING EFFECT OF LATERAL BRACING ON THE BUCKLING CAPACITY OF SIMPLY SUPPORTED RECTANGULAR BEAMS SUBJECT TO THE FOLLOWING CONDITIONS: PURE MOMENT; CONCENTRATED LOAD AT MIDSPAN; AND CONCENTRATED LOADS AT THE THIRD POINTS OF THE BEAM. /ASCE/

  • Availability:
  • Supplemental Notes:
    • Vol 97, No EM4, PROC PAPER 8294, PP 1103-1119, 11 FIG, 1 TAB
  • Authors:
    • Hartmann, A J
  • Publication Date: 1971-8

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Filing Info

  • Accession Number: 00209522
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Oct 3 1971 12:00AM