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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2021-08 (Vol.25 No.4)
  4. 10.11112/jksmi.2021.25.4.75
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References

1 
ASTM A416 (2018), Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete. ASTM International, PA, USA.URL
2 
Collins, M. P. (1991), Prestressed Concrete Structures, Prentice Hall, New Jersey.URL
3 
JIS G3536 (2014), Steel Wires and Strands for Prestressed Concrete. Japanese Standards Association, Tokyo, Japan.URL
4 
Kim, J. K., and Yang, J. M. (2019), Ultra-High Strength Steel Strand and Prestressed Concrete Using the Strand, Magazine of the Korea Concrete Institute, 31(4), 21-17. (in Korean)URL
5 
Kim, W. H., Ra, J. K., Kim, T. H., and Shin, H. M. (2003), Analytical Study on the Prestress Losses of Prestressed Concrete Bridges, Journal of the Korea Institute for Structural Maintenance and Inspection, 7(1), 131-138. (in Korean, with English abstract)URL
6 
KS D 7002 (2019), Uncoated Stress-Relieved Steel Wires and Strands for Prestressed Concrete. Korea Agency for Technology and Standards, Seoul, Korea.URL
7 
Lee, J. H. (2009), Time-Dependant Analysis of Precas Prestressed Concrete Bridge considering Long-Time Prestress Loss, Master’s thesis, Daegu, Kyungpool University, Department of Civil Engineering.URL
8 
Lim, Y. J., and Kim, H. S. (2020), Effect of Outrigger Wall Reinforced with Post Tension on Reducing Differential Column Shortening, Journal of the Computational Structural Engineering Institute of Korea, 33(4), 237-244. (in Korean, with English abstract)DOI
9 
Nam, Y. S., Cho, C. G., and Park, M. H. (2006), Time-Dependent Behavior Analysis of Pre-Tensioned Members Using High- Performance Concrete (HPC), Journal of the Korea Concrete Institute, 18(4), 479-487. (in Korean, with English abstract)DOI
10 
Architectural Insitute of Korea (2016), Korean Building Code, Architectural Institute of Korea, Korea, Seoul.URL