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http://dx.doi.org/10.5000/EESK.2007.11.1.029

Capacity of Concrete Filled Carbon Tube Columns Based on the Comparison of Ductility and Energy Dissipation Capacity  

Lee, Kyoung-Hun (경희대학교 건축공학과)
Hong, Won-Kee (경희대학교 건축공학과)
Lee, Young-Hak (경희대학교 건축공학과)
Kim, Hee-Cheul (경희대학교 건축공학과)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.11, no.1, 2007 , pp. 29-35 More about this Journal
Abstract
Flexural capacity estimation test of concrete filled carbon tube (CFCT) column under the cyclic lateral load was carried out in this study. Thickness of carbon tube and winding angles of carbon fiber were chosen as test parameters and two types of column with square and circular sections were manufactured. To act axial and lateral load, three dynamic actuators were used and all specimens were made with actual size. Flexural stiffness, ability of deformation, energy dissipation capacity and ductility behavior. of CFCT column were analyzed with test data.
Keywords
CFCT (Concrete Filled Carbon Tube); cyclic lateral load; ductility behavior;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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