Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-012-2008-8.pdf
Reference18 articles.
1. Blanks, R. F. and McNamara, C. C. (1935). Mass concrete tests in large cylinders. ACI, 31, pp. 280–303.
2. Choi, Y. H., Kim, K. S., and Choi, S. M. (2008). “Simplified P-M interaction curve for square steel tube filled with high-strength concrete.” Thin-Walled structures, 46, pp. 506–515.
3. Chung, K. S., Chung, J. A., and Choi, S. M. (2007). “Prediction of pre- and post-peak behavior of concrete-filled square steel tube columns under cyclic loads using fiber element method.” Thin-Walled structures, 45, pp. 747–758.
4. Fujimoto, T., Mukai, A., Nishiyama, I., and Sakino, K. (2004). “Behavior of eccentrically loaded concrete-filled steel tubular columns.” Journal of Structural Engineering, 130, pp.203–212.
5. Han, L. H., Yang, Y. F., and Tao, Z. (2003). “Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading.” Thin-Walled Structures, 41, pp. 801–833.
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