Open Access
E3S Web Conf.
Volume 272, 2021
2021 International Conference on Environmental Pollution and Governance (ICEPG 2021)
Article Number 02024
Number of page(s) 6
Section Environmental Governance and Solid Waste Treatment and Resource Utilization
Published online 14 June 2021
  1. Chang X, Huang C K and Chen Y J 2009. mechanical performance of eccentrically loaded pre-stressing concrete filled circular steel tube columns by the mean of expansive cement. Eng. Struct. 31 11 258-897. [CrossRef] [Google Scholar]
  2. Wang Y Y, Chen P, Liu C Y and Zhang Y 2017 size effect of circular concrete-filled steel tubular short columns subjected to axial compression. Thin-walled. Struct. 120 397-407. [CrossRef] [Google Scholar]
  3. Du Y S, Chen Z H and Xiong M X 2016 experimental behavior and design method of rectangular concretefilled tubular columns using Q460 high-strength steel. Constr. Build. Mater. 125 30 856-72. [CrossRef] [Google Scholar]
  4. Qu X S, Chen Z H and Sun G J 2015 axial behavior of rectangular concrete-filled cold-formed steel tubular columns with different loading methods. Steel. Compos. 18 1 71-90. [CrossRef] [Google Scholar]
  5. Hassanein M F and Kharoob O F 2014 compressive strength of circular concrete filled doubles skin tubular short columns. Thin-Walled. Struct. 77 4 165-173. [Google Scholar]
  6. Hassanein M F, Kharoob O F and Garden L 2015 behavior and design of square concrete filled double skin tubular columns with inner circular tubes. Eng. Struct. 100 10 410-24. [CrossRef] [Google Scholar]
  7. Li Y A, Huang Y T and Hwang S J 2014 seismic response of reinforced concrete short columns failed in shear. ACI. Struct. J. 111 4 945-54. [Google Scholar]
  8. Ding M K, Zhang Y X and Li Q Q 2004 shear strengthening of RC short columns with ECC jacket: cyclic behavior tests. Eng. Struct. 160 535-45. [CrossRef] [Google Scholar]
  9. Ding F X, Luo L, Wang L P, Cheng S S and Yu Z W 2018 pseudo-static tests of terminal stirrup-confined concrete-filled rectangular steel tubular columns. J. Constr. Steel. Res. 144 12 135–52. [CrossRef] [Google Scholar]
  10. Sakino K and Ishibashi H 1985 experimental study on concrete filled square steel tubular short columns subjected to cyclic shearing force and constant axial force. Tran. Architect. Ins. Jpn. 351 81-89. [Google Scholar]
  11. Han L H, Tao Z and Yao G H 2008 behavior of concrete filled steel tubular members subjected to shear and constant axial compression. Thin-Walled. Struct. 46 9 765-80. [CrossRef] [Google Scholar]
  12. Han L H, Yang Y F and Tao Z 2003 concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading. Thin-Walled. Struct. 41 9 765-80. [Google Scholar]
  13. Varma H A, Ricles J M, Sause R and Lu L W 2004 seismic behavior and design of high-strength square concrete-filled steel tube beam columns. J. Struct. Eng. 130 2 169-79. [CrossRef] [Google Scholar]
  14. Lani E, Mukai A, Kai M, Tokinoya H, Fukumoto T and Mori K 2004 behavior of concrete-filled steel tube beam-columns. J. Struct. Eng. 130 2 189-202. [CrossRef] [Google Scholar]
  15. Lv X L and Lu W D 2000 seismic behavior of concrete-filled rectangular steel tubular columns under cyclic loading. J. Build. Struct. 21 2 2-27. [Google Scholar]
  16. Yu C Y, Ma H, Xie Y P, Li Z B and Tang Z Y 2018 size effect on the seismic performance of highstrength reinforced concrete columns with different shear span-to-depth ratio. Math. Probl. Eng. 2018 119. [Google Scholar]
  17. Li Z B, Xie Y P, Du X L, Ma H, Guo E W and Zhang Y. experimental study on size effect of seismic behavior for reinforced concrete columns under monotonic horizontal loading. J. Build. Struct. 34 12 77-85. [Google Scholar]
  18. European Committee for Standardization (CEN), Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings, EN 1994-1-1 Eurocode 4 Brussels, 2004. [Google Scholar]
  19. AIJ (Architectural Institute of Japan). 2008. Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures. Tokyo. [Google Scholar]
  20. AISC. 2016. Specification for structural steel buildings. ANSI/AISE 360. Chicago: AISC. [Google Scholar]
  21. CEN (European Committee for Standardization). 2004. Eurocode 4: Design of Composite Steel and Concrete Structures. Part 1-1: General Rules and Rules for Buildings. EN 1994-1-1. Brussels, Belgium: CEN. [Google Scholar]
  22. Liang L, Ding F X, Wang L P and Liu X M 2021 plastic hinge and seismic structural measures of terminal stirrup-confined rectangular CFT columns under low-cyclic load. J. Build. Eng. 34 101908. [CrossRef] [Google Scholar]
  23. Jiang C, Wu Y F and Wu G 2014 plastic hinge length of FRP-confined square RC columns. J. Compos. Constr. 18 4 04014003. [CrossRef] [Google Scholar]

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