1 |
Endo, T., Shioi, Y., Hasegawa, A. and Wang, H.J. (2000), "Experimental study on reinforced concrete filled steel tubular structure", Proc.7th Int. Conf. on Steel. Struct., Singapore.
|
2 |
Han, J.S., Xu, Z.D., Cong S.P. et al. (2010), "Analysis of axial compressive performance for reinforced concrete filled tubular steel", Architectural & Environmental Eng., 31(3), 11-17.
|
3 |
JSCE (1999), "Reality state and analysis of steel construction damaged by Hansin-Awaji Earthquake", Japanese Society of Civil Engineers, Tokyo Japan.
|
4 |
JSCE (1999), "Theory and design of steel-concrete hybrid structures part1: Theory and basic concept", Japanese Society of Civil Engineers, Tokyo Japan.
|
5 |
Lee,S.J. (2007), "Capacity and the moment-curvature relationship of high-strength concrete filled steel tube columns under eccentric loads", Steel. Comp. Struct., An Int'l Journal,7(2).
|
6 |
Miao,W. (2010) , "Experimental research and bearing capacity analysis of axially compressive reinforced concrete filled steel tube short column", Shanxi Architecture, 36(5), 79-81.
|
7 |
Husem, M. and PUL, S. (2007), "Investigation of stress-strain models for confined high strength concrete", Sadhana., 32(3), 243-252.
DOI
ScienceOn
|
8 |
Sato, M. (2008), "Study on structural characteristics of RCFT and the application to practical structures", MS thesis, Hachinohe Institute of Technology, Hachinohe Japan.
|
9 |
Shioi, Y. (1998) , "Study on arrangement of reinforcements to improve shearing capacity and ductility of piers", Report of study of science research subsidy , Tokyo Japan.
|
10 |
Suzuki, T. (2008), "Study on new bridges that adopt hybrid structure", PhD thesis, Hachinohe Institute of Technology, Hachinohe Japan.
|
11 |
Wang, H.J., Ishibashi, H., Wei, H. and Hasegawa, A. (2002), "Experimental study on twin-column RCFT pier", the Second Int. Conf. on Advances in Structural Engineering and Mechanics(ASEM'02), Busan(Pusan), Korea .
|
12 |
Wei, H., Iwasaki, S., Hasegawa, A., Shioi, Y. and Miyamoto, Y. (2002), "Experimental study on mechanical characteristics of reinforced concrete filled circular steel tubular structures", J. Const. Steel., JSSC, 10, 519-526.
|
13 |
Wei, H., Wang, H.J., Hasegawa, A. and Shioi, Y. (2005), "Study on strength of reinforced concrete filled circular steel tubular columns", Struct. Eng. Mech., 19(6), 653-677.
DOI
|
14 |
Xiao, C.Z., Cai, S.H. and Xu, C.L. (2005), "Experimental study on shear resistance performance of concrete filled steel tube columns", China. Civil. Eng. J., 12(4), 10-16.
|
15 |
Xu, Y.F., Zhao, J.Y., Liu, N. et al. (2009), "The ductility analysis of circular steel tube compile column filled with steel reinforced concrete on cyclic loading", J. Shenyang. Jianzhu. Univer., 10(9), 83-87.
|
16 |
Yao, G.H., Huang, Y.J., Song, B.D. et al. (2008), "Research on behavior of the inner joint of concrete filled steel tube column-RC ring beam", Steel. Const., 9(6), 27-30.
|