1 |
Liu, Y., Xiong, Z., Feng, Y. and Jiang, L. (2017), "Concrete-filled rectangular hollow section X joint with Perfobond Leister rib structural performance study: Ultimate and fatigue experimental Investigation", Steel Compos. Struct., Int. J., 24(4), 455-465. https://doi.org/10.12989/scs.2017.24.4.455
|
2 |
Lubliner, J., Oliver, J., Oller, S. and Onate, E. (1989), "A plastic-damage model for concrete", Int. J. Solids Struct., 25(3), 299-326. https://doi.org/10.1016/0020-7683(89)90050-4
DOI
|
3 |
AISC 360 (2016), Specification for structural steel buildings, American Institute of Steel Construction; Chicago, IL, USA.
|
4 |
Chen, Z., Liu, X. and Zhou, W. (2018), "Residual bond behavior of high strength concrete-filled square steel tube after elevated temperatures", Steel Compos. Struct., Int. J., 27(4), 509-523. https://doi.org/10.12989/scs.2018.27.4.509
|
5 |
Tao, Z., Han, L.H. and Wang, D.Y. (2007), "Experimental behavior of concrete-filled stiffened thin-walled steel tubular columns", Thin-Wall. Struct., 45(5), 517-527. https://doi.org/10.1016/j.tws.2007.04.003
DOI
|
6 |
Mander, J.B., Priestley, M.J. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
DOI
|
7 |
Qi, H., Guo, L., Liu, J., Gan, D. and Zhang, S. (2011), "Axial load behavior and strength of tubed steel reinforced-concrete (SRC) stub columns", Thin-Wall. Struct., 49(9), 1141-1150. https://doi.org/10.1016/j.tws.2011.04.006
DOI
|
8 |
Systemes, D. (2012), ABAQUS Analysis User's Manual, Version 6.12. Dassault Systemes, Providence, RI, USA.
|
9 |
Tao, Z., Uy, B., Han, L.H. and Wang, Z.B. (2009), "Analysis and design of concrete-filled stiffened thin-walled steel tubular columns under axial compression", Thin-Wall Struct., 47(12), 1544-1556. https://doi.org/10.1016/j.tws.2009.05.006
DOI
|
10 |
Tomii, M., Sakino, K., Xiao, Y. and Watanabe, K. (1985), "Earthquake resisting hysteretic behavior of reinforced concrete short columns confined by steel tube", Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures, Harbin, China, August.
|
11 |
Wang, X., Liu, J. and Zhou, X. (2016), "Behavior and design method of short square tubed-steel-reinforced-concrete columns under eccentric loading", J. Constr. Steel Res., 116, 193-203. https://doi.org/10.1016/j.jcsr.2015.09.018
DOI
|
12 |
Zhang, S., Guo, L., Ye, Z. and Wang, Y. (2005), "Behavior of steel tube and confined high strength concrete for concrete-filled RHS tubes", Adv. Struct. Eng., 8(2), 101-116. https://doi.org/10.1260/1369433054037976
DOI
|
13 |
GB 50010 (2010), Code for design of concrete structures, Ministry of Housing and Urban-Rural Development of China; Beijing, China. [In Chinese]
|
14 |
Ellobody, E., Young, B. and Lam, D. (2011), "Eccentrically loaded concrete encased steel composite columns", Thin-Wall. Struct., 49(1), 53-65. https://doi.org/10.1016/j.tws.2010.08.006
DOI
|
15 |
Eurocode 4 (2004), Design of composite steel and concrete structures. Part 1.1: General rules and rules for buildings, European Committee for Standardization; Brussels, Belgium.
|
16 |
Gardner, N.J. and Jacobson, E.R. (1967), "Structural behavior of concrete filled steel tubes", ACI J. Proceedings, 64(7), 404-413.
|
17 |
Han, L.H. (2016), Concrete Filled Steel Tubular Columns-Theory and Practice, (7th Edition), Science Press, Beijing, China. [In Chinese]
|
18 |
Keo, P., Somja, H., Nguyen, Q.H. and Hjiaj, M. (2015), "Simplified design method for slender hybrid columns", J. Constr. Steel Res., 110, 101-120. https://doi.org/10.1016/j.jcsr.2015.03.006
DOI
|
19 |
Kim, C.S., Park, H.G., Chung, K.S. and Choi, I.R. (2011), "Eccentric axial load testing for concrete-encased steel columns using 800 MPa steel and 100 MPa concrete", J. Struct. Eng., 138(8), 1019-1031. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000533
DOI
|
20 |
Ky, V.S., Tangaramvong, S. and Thepchatri, T. (2015), "Inelastic analysis for the post-collapse behavior of concrete encased steel composite columns under axial compression", Steel Compos. Struct., Int. J., 19(5), 1237-1258. https://doi.org/10.12989/scs.2015.19.5.1237
DOI
|
21 |
Zhu, W., Jia, J. and Zhang, J. (2017), "Experimental research on seismic behavior of steel reinforced high-strength concrete short columns", Steel Compos. Struct., Int. J., 25(5), 603-615. https://doi.org/10.12989/scs.2017.25.5.603
|
22 |
Zhou, X. and Liu, J. (2010), "Seismic behavior and strength of tubed steel reinforced concrete (SRC) short columns", J. Constr. Steel Res., 66(7), 885-896. https://doi.org/10.1016/j.jcsr.2010.01.020
DOI
|
23 |
Zhou, X.H., Yan, B. and Liu, J.P. (2015), "Behavior of square tubed steel reinforced-concrete (SRC) columns under eccentric compression", Thin-Wall. Struct., 91, 129-138. https://doi.org/10.1016/j.tws.2015.01.022
DOI
|
24 |
Zhou, X.H., Yan, B., Liu, J.P. and Gan, D. (2018), "Axial load behavior of circular tubed reinforced concrete with different length-to-diameter ratios", J. Build. Struct., 39(12), 11-21. [In Chinese]
|