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An Experimental Study on the Structural Capacities of Steel-Concrete Column  

Kim, Seong Jae (고려대학교 건축공학과)
Park, Soon Jeon (고려대학교 건축공학과)
Jeong, Sug Chang (부천대학 건축과)
Kim, Sang Dae (고려대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.14, no.6, 2002 , pp. 823-834 More about this Journal
Abstract
Maximum-strength concrete-filled steel square tubular columns were tested under concentric and biaxial eccentric load. Buckling length-section depth ratio $L_k/D$, magnitude of eccentricity e, and angle of eccentric load ${\theta}$ were selected as experimental parameters. Strength and behavior were also examined. Test results showed that the maximum strength of columns under biaxial eccentric load could be predicted using the previously proposed strength formula of columns undr uniaxia eccentric load. Likewise, the behavior and maximum strength of columns could be predicted using the analysis.
Keywords
Eccentric load; Biaxial bending; Maximum strength; Filled steel square tubular columns;
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