Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
권호 표지

Performance Based Structural Design of SC Composite Columns under Fire Condition

SC합성기둥의 성능기반 내화구조설계

  • Published : 2011.12.30
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Abstract

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References

  1. Chabot M, Lie TT. Experimental studies on the fire resistance of hollow steel columnsfilled with bar reinforced concrete. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC International Report No. 628; 1992.
  2. Lie TT, Chabot M. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC International Report No. 611; 1992.
  3. Prion HGL, Baraka M. Thin-walled tubes filled with high strength concrete. Canadian Journal of Civil Engineering 1994; 21(1); 207-218. https://doi.org/10.1139/l94-024
  4. Sakumoto Y, Okada T, Yoshida M, S. Tasaka S. Fire resistance of concrete filled fire resistance steel tube columns. Journal of Materials in Civil Engineering 1994; 6(2): 169-184. https://doi.org/10.1061/(ASCE)0899-1561(1994)6:2(169)
  5. Lie TT. Fire resistance of circular steel columns filled with bar-reinforced concrete. ASCE Journal of Structural Engineering 1994; 120(5); 489-1509.
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  7. Kodur VKR, Lie TT. Experimental studies on the fire resistance of circular hollow steel columns filled with steel-fibre-reinforced concrete. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC International Report No. 691; 1995.
  8. Chabot M, Lie TT. Experimental studies on the fire resistance of hollow steel columns filled with barreinforced concrete., Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC International Report No. 628; 1992.
  9. Lie TT, Chabot M. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete. Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont., IRC International Report No. 611; 1992.
  10. Han LH, Yang YF, Xu L. (2003), An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns. Journal of Construct Steel Research 2003 59(4); 427-452. https://doi.org/10.1016/S0143-974X(02)00041-X
  11. Lin-Hai Han, Jing-Si Huo (2003), Concrete-filled hollow structural steel columns after exposed to ISO-834 fire standard, Journal of Structural Engineering, Vol. 129, No. 1, pp. 68-78. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(68)
  12. Y. Sakumoto, T. Yamaguchi, T. Okada, M. Yoshida, S. Tasaka, H. Saito (1994), Fire resistance of fire-resistance steel columns, Journal of Structural Engineering, Volume 120, Issue 4, pp. 1103-1121. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:4(1103)
  13. T.T. Lie and V.K.R. Kodur (1996), Fire resistance of steel columns filled with bar-reinforced concrete, Journal of Structural Engineering, Volume 122, Issue 1, pp. 30-36. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(30)