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Modelling and experimental verification on concrete-filled steel tubular columns with L or T section

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Abstract

Concrete-filled steel tubular columns with L or T sections were analyzed in this paper. According to the confining mechanism, the stress-strain constitutive model was put forward, and calculated results were compared with experimental records. After that, the hysteretic rules for the in-filled concrete were constructed, aiming at the analysis on the seismic behavior of composite members. The simulation analysis was performed by programming it in Fortran. The models in this paper can be applied in the program of time history analysis on tall buildings with concrete-filled steel tubular columns with L or T sections.

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References

  1. Shakir-Khalil H. Experimental study of concrete-filled rectangular hollow section columns. Structural Engineering Review, 1994, 6(2): 85–96

    Google Scholar 

  2. Ge Hanbin, Usami T. Cyclic tests of concrete-filled steel box columns. Journal of Structural Engineering, ASCE, 1996, 122(10):1 169–1 177

    Google Scholar 

  3. Schneider S P. Axially loaded concrete-filled steel tubes. Journal of Structural Engineering, ASCE, 1998, 124(10): 1125–1138

    Article  Google Scholar 

  4. Lu Xilin, Yu Yong, Nonlinear analysis on concrete-filled rectangular tubular composite columns. Structural Engineering and Mechanics, 2000, 10(6): 577–587

    Google Scholar 

  5. Han Linhai. Tests on stub columns of concrete-filled RHS sections. Journal of Constructional Steel Research, 2002, (58): 353–372

  6. Sakino K, Nakahara H, Morino S, et al. Behavior of centrally loaded concrete-filled steel-tube short columns. Journal of Structural Engineering, ASCE, 2004, 130(2): 180–188

    Article  Google Scholar 

  7. Eiichi I, Akiyoshi M, Makoto K, et al. Behavior of concrete-filled steel tube beam columns. Journal of Structural Engineering, ASCE, 2004, 130(2): 189–202

    Article  Google Scholar 

  8. Lu Xilin, Li Xueping, Guo Shaochun. Experimental study on the seismic behavior of CFRT columns with middle to high axial compression ratio. In: Proc of the First International Conference on Advances in Experimental Structural Engineering, AESE. Nagoya: Nagoya University, 2005

    Google Scholar 

  9. Wang Dan, Lu Xilin. Experimental study on the seismic behavior of concrete filled steel tubular columns with TL section. Journal of Building Structures, 2005, 26(4): 39–44 (In Chinese)

    Google Scholar 

  10. Li Xueping, Lu Xilin. Modeling and seismic behavior of concrete-filled rectangular steel tubular columns in tall buildings. In: Proc of the Sixth International Conference on Tall Building, ICTB-6. Hongkong: ICTB, 2005

    Google Scholar 

  11. Lu Xilin, Jin Guofang, Wu Xiaohan. Theory and Application of Non-linear Finite Element on RC Structures. Shanghai: Tongji University Press, 1997 (in Chinese)

    Google Scholar 

  12. Varma A H, Ricles J M, Sause R, et al. Experimental behavior of high strength square concrete-filled steel tube beam-columns. Journal of Structural Engineering, ASCE, 2002, 128(3): 309–318

    Article  Google Scholar 

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Authors and Affiliations

  1. College of Civil Engineering, Tongji University, Shanghai, 200092, China

    Lu Xilin, Li Xueping & Wang Dan

Authors
  1. Lu Xilin
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  2. Li Xueping
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  3. Wang Dan
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Correspondence to Lu Xilin.

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Lu, X., Li, X. & Wang, D. Modelling and experimental verification on concrete-filled steel tubular columns with L or T section. Front. Archit. Civ. Eng. China 1, 163–169 (2007). https://doi.org/10.1007/s11709-007-0017-z

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  • DOI: https://doi.org/10.1007/s11709-007-0017-z

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