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http://dx.doi.org/10.4334/JKCI.2003.15.2.323

Moment-Curvature Relationship of Structural Wells with Confined Boundary Element  

Kang, Su-Min (Dept. of Architecture, Seoul National University)
Park, Hong-Gun (Dept. of Architecture, Seoul National University)
Publication Information
Journal of the Korea Concrete Institute / v.15, no.2, 2003 , pp. 323-334 More about this Journal
Abstract
For performance-based design using nonlinear static analysis, it is required to predict the inelastic behavior of structural members accurately. In the present study, a nonlinear numerical analysis was peformed to develop the method describing the moment-curvature relationship of structural wall with boundary confinement. Through the numerical analysis, variations of behavioral characteristics and failure mechanism with the arrangement of vertical reinforcement and the length of boundary confinement were studied. According to the analysis, the maximum moment-carrying capacity of structural walls with adequately confined boundary elements is developed at the moment the unconfined concrete reaches the ultimate compressive strain. Walls with flexural re-bars concentrated on the boundaries fails in a brittle manner. As vortical re-bars in the web increases, the brittle failure is prevented and a ductile failure occurs. Based on the findings, moment-curvature curves for walls with a variety of re-bar arrangement were developed. According to the proposed relationships, deformability of the structural walls wth boundary confinement increases as the compressive strength of the confined concrete increases compared to the applied compressive force.
Keywords
confinement; ductility; reinforced concrete; seismic design; structural wall;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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