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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. 2018-02 (Vol.30 No.1)
  4. 10.4334/JKCI.2018.30.1.075
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1 
AASHTO (2010) AASHTO LRFD bridge design specifications (5th Edition). Washington, DC: American Association of State-highway and Transportation Officials.Google Search
2 
American Concrete Institute (2001) Control of Cracking in Concrete Structures (ACI 224R-01), Farmington Hills, MI.Google Search
3 
American Concrete Institute (2014) Building Code Requirements for Structural Concrete (ACI318-14) and Commentary (ACI 318R-14). Farmington Hills, MI.Google Search
4 
Choi, E. J., Park, H., and Cho, J. Y. (2014) Mechanical Property and Stress-strain Relationship of High Strength Strand. Proceedings of the KSR Conference 10(1), 1139-1144. (In Korean)Google Search
5 
Collins, M. P. and Mitchell, D. (1991) Prestressed Concrete Structures. Prentice Hall, Englewood Cliffs, NJ. 168-250.Google Search
6 
Frosch, R. J. (1999) Another Look at Cracking and Crack Control in Reinforced Concrete. ACI Structural Journal 99(3), 437-442.Google Search
7 
Korea Concrete Institute (2012) Concrete Design Code of KOREA: KCI Committee: Korea Concrete Institute. (In Korean)Google Search
8 
Lee, D. H., Hwang, J. H., Kim, K. S., Kim, J. S., Chung, W., and Oh, H. (2014) Simplified Strength Design Method for Allowable Compressive Stressed in Pretensioned Concrete Members at Transfer. KSCE Journal of Civil Engineering 18(7), 2209-2217.DOI
9 
Mattock, A. H. (1979) Flexural Strength of Prestressed Concrete Sections by Programmable Calculator. PCI Journal 24(1), 32-54.DOI
10 
Min, C. S. (2012) Crack Control in Beams and One-Way Slabs. Journal of the Korea Concrete Institute 24(4), 381-390. (In Korean)DOI
11 
Park, H., Cho, J. Y., and Kim, J. S. (2012) Investigation on Applicability of 2400 MPa Strand for Posttensioned Prestressed Concrete Girders. Journal of the Korea Concrete Institute 24(6), 727-735. (In Korean)DOI
12 
Park, H., Jeong, S., Lee, S. C., and Cho, J. Y. (2016) Flexural Behavior of Post-tensioned Prestressed Concrete Girders with High-strength Strands, Engineering Structures 112(1), 90-99.DOI
13 
Prestressed Concrete Institute (2010) PCI Design Handbook: Precast and Prestressed Concrete. 7th Edition. USA.Google Search
14 
Ramberg, W. and Osgood, W. R. (1943) Description of Stress–Strain Curves by Three Parameters. National Advisory Committee for Aeronautic. No. 902.Google Search
15 
Soltani, A., Harries, K. A., and Shahrooz, B. M. (2013) Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel. International Journal of Concrete Structures and Materials 7(4), 253-264.DOI
16 
Vecchio, F. J. and Collins, M. P. (1986) The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear. ACI Journal Proceedings 83(2), 219-231.Google Search
17 
Yim, H. J., Kim, J. K., and Yang, J. M. (2015) Experimental Study on the Transfer Length in Pretensioned Prestressed Concrete Beam Using 2,400 MPa PS Strand. Journal of Korean Society of Hazard Mitigation 15(2), 41-49. (In Korean)DOI