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Original Articles

Nouveau pourcentage d'armature pour la condition de ductilité dans les poutres

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Pages 769-791 | Published online: 04 Oct 2011

7. Bibliographie

  • ACI Committee 318 . 1999 . Building code requirements for reinforced concrete (ACI 318–99) and Commentary (ACI 318 R-99), Michigan, AC Institute, Farm., Michigan
  • AFPS90 . 1992 . Recommandations AFPS90 pour la rédaction des règles relatives aux ouvrages et installations à réaliser dans les régions sujettes aux séismes Tome 2, Association française de Génie parasismique, Paris, Presse de l'ENPC
  • Al Haddad , M. S. 1995 . “Curvature ductility of reinforced concrete beams under low and high strain rates” . ACI-Structural Journal , 92 ( n° 5 ) September-October : 526 – 534 .
  • Bertero , V. V. 1988 . “State of the art report Ductility based structural design” . In Proceedings of Ninth world conference on earthquake engineering Tokyo/Kyoto, August 2–9 Vol. 3 , 673 – 686 . Japan
  • Fuentes , A. 1988 . Comportement post-élastique des structures en béton armé Paris Edition Eyrolles
  • Mougin , J.P. 2000 . Béton armé BAEL 91 modifié 99 et DTU associés Paris Edition Eyrolles
  • Nwai , C. K. and Darwin , D. 1986 . “Lightly reinforced concrete beams under cyclic load” . ACI-Structural Journal , 83 ( n° 5 ) : 777 – 783 .
  • Park , R. 1989 . “Evaluation of ductility structures and structural assemblages from labortory testing” . Bulletin of the New Zeland National Society for Earthquake Engineering , 22 ( n° 3 ) September : 155 – 165 .
  • Park , R. and Paulay , T. 1975 . Reinforced concrete structures New York : John Wiley & Sons .
  • Park , R. and Ruitong , D. 1988 . “Ductility of doubly reinforced concrete beam sections” . ACI-Structural Journal , 92 ( n° 1 ) : 217 – 225 . Mar-Apr
  • Penelis , G. G. and Kappos , A. J. 1997 . Earthquake resistant concrete structures London : E & FN SPON .
  • PS92 . 1998 . Règles de construction parasismique. Règles PS applicables aux bâtiments, PS92 Paris, Edition Eyrolles

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