Studies on T-Shaped composite columns consist of multi separate concrete-filled square tubular steel sections under eccentric axial load |
Rong, Bin
(Department of Civil Engineering, Tianjin University)
You, Guangchao (Department of Civil Engineering, Tianjin University) Zhang, Ruoyu (Department of Civil Engineering, Tianjin University) Feng, Changxi (Department of Civil Engineering, Tianjin University) Liu, Rui (Department of Civil Engineering, Tianjin University) |
1 | Chen, Z.H., Rong, B. and Apostolos, F. (2009), "Axial compression stability of a crisscross section column composed of concrete-filled square steel tubes", J. Mech. Mater. Struct., 4(10), 1787-1799. DOI |
2 | Chen, Z., Xu, J. and Xue, J. (2015), "Hysteretic behavior of special shaped columns composed of steel and reinforced concrete (SRC)", Earthq. Eng. Eng. Vib., 14(2), 329-345. DOI |
3 | Chen, Z., Xu, J., Chen, Y. and Xue, J. (2016), "Axial compression ratio limit values for steel reinforced concrete (SRC) special shaped columns", Steel Compos. Struct., Int. J., 20(2), 295-316. DOI |
4 | Dundar, C. and Tokgoz, S. (2012), "Strength of biaxially loaded high strength reinforced concrete columns", Struct. Eng. Mech., Int. J., 44(5), 649-661. DOI |
5 | Dundar, C., Tokgoz, S., Tanrikulu, A.K. and Baran, T. (2008), "Behaviour of reinforced and concreteencased composite columns subjected to biaxial bending and axial load", Build. Environ., 43(6), 1109-1120. DOI |
6 | Fang, L., Zhang, B., Jin, G.F., Li, K.W. and Wang, Z.L. (2015), "Seismic behavior of concrete-encased steel cross-shaped columns", J. Construct. Steel Res., 109, 24-33. DOI |
7 | Leonard, S. and George, F. (2005), Applied Structural Steel Design, Tsinghua University Press, Beijing, China. |
8 | Ren, Q.X., Han, L.H., Lam, D. and Chao, H. (2014), "Experiments on special-shaped CFST stub columns under axial compression", J. Construct. Steel Res., 98, 123-133. DOI |
9 | Rong, B., Chen, Z., Apostolos, F. and Yang, N. (2012), "Axial Compression Behavior and Analytical Method of L-Shaped Column Composed of Concrete-Filled Square Steel Tubes", Transact. Tianjin Univ., 18, 180-187. DOI |
10 | Shen, Z.Y., Lei, M., Li, Y.Q., Lin, Z.Y. and Luo, J.H. (2013), "Experimental study on seismic behavior of concrete-filled L-shaped steel tube columns", Adv. Struct. Eng., 16(7), 1235-1247. DOI |
11 | Tu, Y.Q., Shen, Y.F. and Li, P. (2014), "Behaviour of multi-cell composite T-shaped concrete-filled steel tubular columns under axial compression", Thin-Wall. Struct., 85, 57-70. DOI |
12 | Yang, Y.F. and Han, L.H. (2011), "Behavior of concrete-filled steel tubular (CFST) stub columns under eccentric partial compression", Thin-Wall. Struct., 49(2), 379-395. DOI |
13 | Zhou, T., Xu, M., Wang, X., Chen, Z. and Qin, Y. (2015), "Experimental study and parameter analysis of Lshaped composite column under axial loading", Int. J. Steel Struct., 15(4),797-807. DOI |
14 | Yang, Y., Yang, H. and Zhang, S. (2010), "Compressive behavior of T-shaped concrete filled steel tubular columns", Int. J. Steel Struct., 10(4), 419-430. DOI |
15 | Tokgoz, S. and Dundar, C. (2008), "Experimental tests on biaxially loaded concrete-encased composite columns", Steel Compos. Struct., Int. J., 8(5), 423-438. DOI |
16 | Zhou, T., Chen, Z. and Liu, H. (2012), "Seismic behavior of special shaped column composed of concrete filled steel tubes", J. Construct. Steel Res., 75(4), 131-141. DOI |
17 | Zuo, Z.L., Cai, J., Yang, C. and Chen, Q.J. (2012), "Eccentric load behavior of L-shaped CFT stub columns with binding bars", J. Construct. Steel Res., 72, 88-98. |