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《Journal of Fuzhou University(Natural Sciences Edtion)》 2002-06
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Experimental study on carrying capacity of concrete filled steel tubular column under eccentric load

CHEN Bao-chun 1, OU Zhi-qing 2, WANG Lai-yong 1, HAN Lin-hai 1 (1. College of Civil Engineering and Architectures, Fuzhou University, Fuzhou, Fujian 350002, China; 2. Fujian Engineering College, Fuzhou, Fujian 350002, China)  
Tests of carrying capacity of concrete filled steel tubular columns subjected to eccentric loads were carried out. Test parameters were load eccentricity ratio and material parameters (steel ratio, strength of concrete and confinement index). The test results indicated that both of the load eccentricity ratio and the material parameters affected the carrying capacity of CFST columns under eccentric load. With the load eccentricity ratio increased, the confinement of steel tube to core concrete and the ultimate carrying capacity of the column decreased. Finally, a comparison of the ultimate loads between test results and the predicated values by the six codes were analyzed and some suggestions for application were presented.
【Fund】: 国家自然科学基金项目 (5 0 0 780 16 );; 土木工程防灾国家重点实验室开放课题基金项目
【CateGory Index】: TU398.9
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