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http://dx.doi.org/10.5000/EESK.2004.8.4.001

The Flexural Behavior of a Square Concrete Filled Carbon Tube Columns under the Constant Axial Force with Reversed Cyclic Lateral Load  

Kim, Hee-Cheul (경희대학교 건축공학과)
Hong, Won-Kee (경희대학교 토목건축공학과)
Lee, Hyun-Ju (경희대학교 건축공학과)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.8, no.4, 2004 , pp. 1-10 More about this Journal
Abstract
The purpose of this study is to investigate the flexural behavior of square concrete filled carbon tube (CFCT) columns subjected to constant axial load with the cyclic lateral load. Two parameters, wnding angle and thickness of tube, were chosen to evaluate the flexural capacity and behavior of rectangular CFCT columns. Selected two parameters were considered simultaneously in order to evaluate the flexural behavior of a rectangular CFCT columns more precisely. Flexural strength, deformation capacity, ductility and energy dissipation capacity of rectangular CFCT columns were evaluated by calculating the area of load-displacement envelope curves and load-dispalcement hysteresis curves obtained from experiment. Also, the ductile capacity obtained from experiment was compared to that of reinforced masonry wall for the comparison of existing structural element.
Keywords
CFCT(concrete filed carbon tube); winding angles; thickness; flexural strength; deformation capacity; ductility; energy dissipation capacity;
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