1 |
Cai, J. and Long, Y.L. (2007), "Axial load behavior of rectangular CFT stub columns with binding bars", Adv. Struct. Eng., 10(5), 551-565.
DOI
|
2 |
Cao, W.L., Hui, C., Dong, H.Y., Xu, F.F. and Qiao, Q.Y. (2013), "Study on seismic behavior of bottom strengthened rectangular steel tube reinforced concrete columns", World Earthq. Eng., 29(3), 14-21.
|
3 |
CECS 159:2004 (2004), Technical Specification for Structures with Concrete-filled Rectangular Steel Tube Members, China Planning Press, Beijing, China.
|
4 |
Chen, Y.Y., Wang, H.S., Zhao, X.Z., Hu, J.L., Wang, D.S., Jiang, W.W. and Bao, L.J. (2008), "Experimental study on hysteretic behavior of SRC columns with high ratio of core steel", J. Build. Struct., 29(3), 31-39.
|
5 |
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-Wall. Struct., 46(5), 506-515.
DOI
|
6 |
Chung, K., Chung, J. and Choi, S. (2007), "Prediction of pre- and post-peak behavior of concrete-filled square steel tube columns under cyclic loads using fiber element method", Thin-Wall. Struct., 45(9), 747-758.
DOI
|
7 |
Elwan, S.K. and Rashed, A.S. (2011) "Experimental behavior of eccentrically loaded R.C. short columns strengthened using GFRP wrapping", Struct. Eng. Mech., Int. J., 39(2), 207-221.
DOI
|
8 |
Elwan, S.K. and Omar, M.A. (2014) "Experimental behavior of eccentrically loaded RC slender columns strengthened using GFRP wrapping", Steel Compos. Struct., Int. J., 17(3), 271-285.
DOI
|
9 |
GB 50010-2010 (2010), Code for Design of Concrete Structure, China Architecture and Building Press, Beijing, China.
|
10 |
Han, L.H., Ren, Q.X. and Li, W. (2010), "Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns", J. Constr. Steel Res., 66(10), 1186-1195.
DOI
|
11 |
Hui, C., Cao, W.L., Dong, H.Y. and Xu, F.F. (2012), "Study on seismic behavior of bottom strengthened rectangular concrete filled steel tube columns", World Earthq. Eng., 28(4), 161-169.
|
12 |
JGJ 138-2001 (2001), Technical Specification for Steel Reinforced Concrete Composite Structure, China Architecture and Building Press, Beijing, China.
|
13 |
Liao, F.Y. and Han, L.H. (2010), "Performance of concrete-filled steel tube reinforced concrete columns with square sections", Eng. Mech., 27(4), 153-162.
|
14 |
Lu, X.L., Yin, X.W. and Jiang, H.J. (2014), "Experimental study on hysteretic properties of SRC columns with high steel ratio", Steel Compos. Struct., Int. J., 17(3), 287-303.
DOI
|
15 |
Sav, V., Campian, C. and Senila, M. (2011), "Composite steel-concrete columns with high strength concrete versus normal strength concrete", Civil Eng. Arch., 54(1), 74-81.
|
16 |
Weng, C.C., Yin, Y.L., Wang, J.C. and Liang, C.Y. (2008), "Seismic cyclic loading test of SRC columns confined with 5-spirals", Sci. China Ser. E-Tech. Sci., 51(5), 529-555.
|
17 |
Zhou, X.H., Liu, J.P. and Zhang, S.M. (2010), "Seismic behavior of ultra short columns of square tubed high strength reinforced concrete", China Civil Eng. J., 43(8), 1-10.
|
18 |
Yu, Z.W., Ding, F.X. and Cai, C.S. (2007), "Experimental behavior of circular concrete-filled steel tube stub columns", J. Constr. Steel Res., 63(2), 165-174.
DOI
|