0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars

Auteur(s):

Médium: article de revue
Langue(s): anglais
Publié dans: Structural Concrete, , n. 2, v. 11
Page(s): 93-108
DOI: 10.1680/stco.2010.11.2.93
Abstrait:

A databank of cyclic or monotonic tests to flexure-controlled failure is used to develop/calibrate models for the curvature and the chord rotation of reinforced concrete members at flexure-controlled ultimate conditions - at a 20% post-ultimate strength drop in lateral force resistance - under monotonic or cyclic loading. Models are developed for beams, rectangular columns or walls and members of T-, H-, U- or hollow rectangular section, with or without detailing for earthquake resistance and with continuous longitudinal bars. The models employ simple, explicit expressions for practical application without moment-curvature analysis and are on the safe side for biaxial loading. They are extended to members with longitudinal bars lap-spliced in the plastic hinge region.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1680/stco.2010.11.2.93.
  • Informations
    sur cette fiche
  • Reference-ID
    10056725
  • Publié(e) le:
    18.10.2010
  • Modifié(e) le:
    01.12.2018
 
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine