Abstract
Concrete-filled steel tube (CFST) consists of outer steel tube and concrete in-filled, which combines the merits of steel and concrete. This kind of composite member has various advantages, i.e., high strength and high ductility, favorable cyclic behaviour, high fire resistance and excellent constructability, have been recognized all over the world. Nowadays CFST has been widely used in construction, including many industrial facilities. This paper gives a brief review on the investigations of seismic behaviour of CFST members, joints, planar frames, hybrid walls and high-rise buildings, especially in China. The development of concrete-filled steel tubular members’ family is also introduced. Some industrial projects utilizing CFST members are also presented.
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References
Han, L.H.: Concrete-filled steel tubular structures-theory and practice (Second edition); China Science Press; 2007 (in Chinese).
Zhao, X.L.; Han, L.H.: Double skin composite construction; Progress in Structural Engineering and Materials; Vol. 8, Issue 3 (2006), Page: 93-102.
Han, L.H.; Liao, F.Y.; Tao, Z.; Hong, Z.: Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending; Journal of Constructional Steel Research; Vol. 65, Issue 8-9 (2009), Page: 1607-1616.
Han, L.H.; He, S.H.; Zheng, L.Q.; Tao, Z.: Curved concrete filled steel tubular (CCFST) built-up members under axial compression: Experiments; Journal of Constructional Steel Research; Vol.74, Issue 7(2012), Page: 63-75.
Han, L.H.; Ren, Q.X; Li, W.: Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns; Journal of Constructional Steel Research; Vol. 66, Issue 10 (2010), Page: 1186-1195.
[6] Han, L.H.; Yang, Y.F.; Tao, Z.: Concrete-filled thin walled steel RHS beam-columns subjected to cyclic loading; Thin-Walled Structures; Vol. 41, Issue 9 (2003), Page: 801-833.
Han, L.H.; Yang, Y.F.: Cyclic performance of concrete-filled steel CHS columns under flexural loading; Journal of Constructional Steel Research; Vol. 61, Issue 4 (2005), Page: 423-452.
Han, L.H.; Tao, Z.; Liao, F.Y.; Xu, Y.: Tests on cyclic performance of FRP–concrete–steel double-skin tubular columns; Thin Walled Structures; Vol. 48, Issue 6 (2010), Page: 430-439.
Han, L.H.; Huang, H.; Zhao, X.L.: Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading; Thin-Walled Structures; Vol. 47, Issue 6-7 (2009), Page: 668-680.
Han, L. H.; Li, W.: Seismic performance of CFST column-to-steel beam joint with RC slab: experiments; Journal of Constructional Steel Research; Vol. 66, Issue 11 (2010), Page: 1374-1386.
Li, W.; Han, L. H.: Seismic performance of CFST column-to-steel beam joints with RC slab: analysis; Journal of Constructional Steel Research; Vol. 67, Issue 1 (2011), Page: 127-139.
Li, W.; Han, L. H.: Seismic performance of CFST column-to-steel beam joint with RC slab: joint model; Journal of Constructional Steel Research; Vol. 73, Issue 6 (2012), Page: 66-79.
Han, L.H.; Wang, W.D.; Zhao, X.L.: Behaviour of steel beam to concrete-filled SHS column frames: finite element model and verifications; Engineering Structures; Vol. 30, Issue 6 (2008), Page: 1647-1658.
Wang, W.D.; Han, L.H.; Zhao, X.L.: Analytical behavior of frames with steel beams to concrete-filled steel tubular column. Journal of Constructional Steel Research; Vol. 65, Issue 3 (2009), Page: 497-508.
Han, L.H.; Wang, W.D.; Tao, Z.: Performance of circular CFST column to steel beam frames under lateral cyclic loading; Journal of Constructional Steel Research; Vol. 67, Issue 5 (2011), Page: 876-890.
Liao, F.Y.; Han, L.H.; Tao, Z.: Seismic behaviour of circular CFST columns and RC shear wall mixed structures: Experiments; Journal of Constructional Steel Research; Vol. 65, Issue 8-9 (2009), Page: 1582-1596.
[17] Han, L.H.; Li, W.; Yang, Y.F.: Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures; Journal of Constructional Steel Research; Vol. 65, Issue 5 (2009), Page: 1249-1260.
Li, W.; Han, L.H.; Zhao, X.L.: Numerical investigation towards life-cycle performance of concrete filled double skin tubular (CFDST) columns; in: First Conference on Performance-based and Life-cycle Structural Engineering; 2012, Page 17 (Full paper in flash disk).
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Han, LH., Li, W. (2014). Seismic Performance of Concrete-Filled Steel Tubular (CFST) Structures. In: Klinkel, S., Butenweg, C., Lin, G., Holtschoppen, B. (eds) Seismic Design of Industrial Facilities. Springer Vieweg, Wiesbaden. https://doi.org/10.1007/978-3-658-02810-7_30
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DOI: https://doi.org/10.1007/978-3-658-02810-7_30
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