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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2017-04 (Vol.29 No.2)
  4. 10.4334/JKCI.2017.29.2.217
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1 
Architectural Institute of Korea, The Structural Fire Resistant Design of High Strength Concrete, 2008.Google Search
2 
Boris Bresler and Robert H. Iding, “Fire response of prestressed concrete members”, 1980, SP 80-2.Google Search
3 
Neves, I.C., Rodrgques, J.P.C., and de pa dua Loureiro, A., “Mechanical properties of reinforcing and prestessing steels after heating”, Journal of Materials in Civil Engineering, Vol.8, No.4, 1996, pp.189-194.DOI
4 
Hertz, K.D., “Reinforcement data for fire safety design”, Magazine of Concrete Research, Vol.56, No.8, 2004, pp.453-459.DOI
5 
Cho, A.S., “Development and Performance Test for Unbonded Post-Tensioned Anchor”, Journal of the Korea Concrete Institute, Vol.27, No.1, 2015, pp.11-20.DOI
6 
Maclean, K.J.N., “Post Fire Deterioration and Prestress Loss in Steel Tendons Used in Post-tensioned Slabs”, SP-255-7, ACI, 2006.Google Search
7 
Choi, K.H., “The Structural Behavior of PSC Beam Subjected to High Temperature”, Proceedings of the Korea Concrete Institute, Vol.26 No.1, 2014, pp.983-984.Google Search
8 
Choi, K.H., “The Structural Behavior of PSC Slab subjected to High Temperature”, Proceedings of the Korea Concrete Institute, Vol.26 No.2, 2014, pp.219-220.Google Search