CURVATURE DUCTILITYOF REINFORCED CONCRETE BEAM SECTIONS STIFFENED WITH STEEL PLATES
This paper presents theoretical parametric study of the curvature ductility capacity for reinforced concrete beam sections stiffened with steel plates. The study considers the behavior of concrete and reinforcing steel under different strain rates. A computer program has been written to compute the...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
University of Baghdad
2006-12-01
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Series: | Journal of Engineering |
Subjects: | |
Online Access: | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2824 |