Test Study on Seismic Behavior of New Hybrid SCCC Columns
In order to investigate the seismic behavior of the new circular hybrid Steel–Concrete– CFRP–Concrete column (simply called SCCC column), low cyclic reciprocating load tests are carried out for three SCCC columns. The failure mode and hysteretic characteristics are researched, and the effects of changes of CFRP tubes diameter on seismic behavior of SCCC columns are analyzed. The results show that with the diameter increase of CFRP tube, the seismic behavior of SCCC column is also increased.
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
D. Wang et al., "Test Study on Seismic Behavior of New Hybrid SCCC Columns", Advanced Materials Research, Vols. 368-373, pp. 353-356, 2012