JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2019-10
(Vol.31 No.5)
10.4334/JKCI.2019.31.5.419
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REF
References
1
ACI Committee 435 , 1966, Deflections of Reinforced Concrete Flexural Members, ACI Journal, Vol. 63, No. 6, pp. 637-674
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)
3
Hwang B. Y., 2003, Measurement of Long-term Losses for PSC Slab Bridge, M.S. Thesis. Inha University. (In Korean)
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. 797-804
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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)
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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)
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. 85-86
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)
9
Lim G. T., 2013, An Investigation of Hybrid Prestresses Composite Beam Flexural Capacity and Tendon Loss, M.S. Thesis. Kyunghee University. (In Korean)
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Ma M. H., 2010, A Study on the Prestress Loss of the PSC Box Curved Bridge, M.S. Thesis. University of Seoul. (In Korean)
11
MOLIT , 2016, Korean Highway Bridge Design Codes (Limit State Design), Korea, Sejong: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)
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)
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)
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)
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. 1-2