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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. 2019-10 (Vol.31 No.5)
  4. 10.4334/JKCI.2019.31.5.419
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References

1 
ACI Committee 435 , 1966, Deflections of Reinforced Concrete Flexural Members, ACI Journal, Vol. 63, No. 6, pp. 637-674Google Search
2 
Byun K. J., Song H. W., Park S. S., Lho B. C., 1999, A Study on Fatigue Characteristics of Domestic Low-relaxation PS Strands, journal of the korea concrete institute, Vol. 11, No. 6, pp. 113-119 (In korean)DOI
3 
Hwang B. Y., 2003, Measurement of Long-term Losses for PSC Slab Bridge, M.S. Thesis. Inha University. (In Korean)Google Search
4 
Jeung B. K., Han K. B., Park S. K., 2000, An Experimental Study on the Frictional Loss of Stress in the Prestressing Tendons, Journal of the Korean Society of Civil Engineers, Vol. 20, No. 5-a, pp. 797-804Google Search
5 
Kim G. H., 2009, Analytical Study on Long-term Losses of the High Strength Stand, M.S. Thesis. Seoul National University of Technology. (In Korean)Google Search
6 
Kim J. K., Seong T. R., Lee J. K., 2012, Development of 2,160 MPa/2,400 MPa PS Strand and its Application Technology, Magazine of the Korea Concrete Institute, Vol. 24, No. 3, pp. 45-50 (In Korean)DOI
7 
Kodama M., Shirahama S., 2002, Application of High Strength Prestressing Steel to Prestressed Concrete Members, Proceedings of the First Fib Congress, 13-19 october 2002. Osaka, Japan, pp. 85-86Google Search
8 
Korea Agency for Technology and Standards (KATS) , 2011, Uncoated Stress-relieved Steel Wires and Strands for Prestressed Concrete (KS D 7002), Korea, Seoul: Korea Standard Association (KSA).(In Korean)Google Search
9 
Lim G. T., 2013, An Investigation of Hybrid Prestresses Composite Beam Flexural Capacity and Tendon Loss, M.S. Thesis. Kyunghee University. (In Korean)Google Search
10 
Ma M. H., 2010, A Study on the Prestress Loss of the PSC Box Curved Bridge, M.S. Thesis. University of Seoul. (In Korean)Google Search
11 
MOLIT , 2016, Korean Highway Bridge Design Codes (Limit State Design), Korea, Sejong: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)Google Search
12 
Park H., Cho J. Y., Kim J. S., 2012, Investigation on Applicability of 2400 MPa Strand for Posttensioned Prestressed Concrete Girders, Journal of the korea concrete institute, Vol. 24, No. 6, pp. 727-735. (In Korean)DOI
13 
Park H., Jeong S., Lee S. C., Cho J. Y., 2016, Flexural Behavior of Post-tensioned Prestressed Concrete Girders with High-strength Strands, Engineering Structures, Vol. 112, pp. 90-99. (In Korean)DOI
14 
Park J. Y., Kim J. K., Zhang A., Lee H. W., Park S. H., 2015, Embedded EM Sensor for Tensile Force Estimation of PS tendon of PSC Girder, Computational Structural Engineering Institute of Korea, Vol. 28, No. 6, pp. 691-697. (In Korean)DOI
15 
Yang J. M., Kim J. K., Yim H. J., Min K. H., , Experimental Evaluation on the Transfer Length of 2,400 MPa Prestressing Strand, KCI 2015 Fall Conference, 21-23 October 2016. Korea, Gyeongju: Korea Concrete Institute (KCI)., Vol. 27, No. 2, pp. 1-2Google Search