MOMENT-ROTATION RELATIONSHIPS OF NON-BONDED POST- TENSIONED I - AND T - BEAMS

THE RESULTS FROM TESTS USING POST-TENSIONED, NON-BONDED, 1- AND T-BEAMS ARE ANALYSED TO DETERMINE THE CONTRIBUTION OF VARIABLE AMOUNTS OF CONTINUOUS CONFINING SPIRAL BINDERS TO THE MAGNITUDE OF ROTATION OF PLASTIC HINGES IN PRESTRESSED CONCRETE STRUCTURES. /AUTHOR/

  • Availability:
  • Supplemental Notes:
    • Vol 13, No 4, PP 40-55, 18 FIG, 4 TAB, 3 REF
  • Authors:
    • Nawy, E G
    • Salek, F
  • Publication Date: 1968-8

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Filing Info

  • Accession Number: 00208938
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Apr 21 1994 12:00AM