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Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

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  3. 2016-12 (v.36 n.6)
  4. 10.12652/Ksce.2016.36.6.0999
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1 
ACI Committee 373 (1997). Design and construction of circular prestressed concrete structures with circumferential tendons (ACI 373R-97), American Concrete Institute (ACI).
2 
Daewoo Engineering and Construction (2004). Technical proposal for above-ground LNG storage tank with 200,000kl capacity, DEP-003-2004, Daewoo Engineering and Construction (in Korean).
3 
Dassault Systèmes Simulia (2015). Abaqus 6.15-Analysis user’s manual, Dassault Systèmes Simulia.
4 
European Organisation for Technical Approvals (EOTA) (2002). Guideline for European technical approval of post-tensioning kits for prestressing of structures (ETAG 013), EOTA.
5 
Japan Prestressed Concrete Institute (JPCI) (2005). The standard for design and construction about PC tank with the water reservoir, JPCI (in Japanese).
6 
Jeon, S. J. (2004). “Consistent assessment for liquid tightness of LNG storage tank subjected to cryogenic temperature-induced forces.” Journal of the Korean Society of Civil Engineers, Vol. 24, No. 1A, pp. 203-210 (in Korean).
7 
Jeon, S. J. (2005). “A comparative study on the equivalent load method and the initial stress method for prestressing modeling of the tendon.” Journal of the Korean Society of Civil Engineers, Vol. 25, No. 5A, pp. 899-906 (in Korean).
8 
Jeon, S. J. and Kim, S. M. (2004). “Structural analysis of prestressed concrete structures.” Magazine of the Korea Concrete Institute, Vol. 16, No. 1, pp. 57-64 (in Korean).
9 
Jeon, S. J., Chung, C. H. and Jin, B. M. (2003). “Advanced heat transfer analysis model of LNG storage tank.” Journal of the Korean Society of Civil Engineers, Vol. 23, No. 6A, pp. 1087-1094 (in Korean).
10 
Jeon, S. J., Jin, B. M., Kim, Y. J. and Chung, C. H. (2007). “Consistent thermal analysis procedure of LNG storage tank.” Structural Engineering and Mechanics, Vol. 25, No. 4, pp. 445-466. 10.12989/sem.2007.25.4.445DOI
11 
Kim, J. K., Seong, T. R. and 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).
12 
Kim, J. K., Yang, J. M. and Yim, H. J. (2016). “Experimental evaluation of transfer length in pretensioned concrete beams using 2,400-MPa prestressed strands.” Journal of Structural Engineering, Vol. 142, No. 11, pp. 04016088. 10.1061/(ASCE)ST.1943-541X.0001567DOI
13 
Kim, K. H. (2009). Analytical study on long-term losses of the high strength strand, Master’s thesis, Seoul National University of Technology (in Korean).
14 
Korea Concrete Institute (KCI) (2009). Standard specification for concrete, KCI (in Korean).
15 
Korea Concrete Institute (KCI) (2012). Structural concrete design code, KCI (in Korean).
16 
Korea Concrete Institute (KCI) (2015). Development of design guideline and analysis of LPG/LNG tank prestressed with 2400 MPa PT, KCI-R-15-018, KCI (in Korean).
17 
Korean Agency for Technology and Standards (KATS) (2011). Uncoated stress-relieved steel wires and strands for prestressed concrete (KS D 7002), Korean Standards Association (KSA) (in Korean).
18 
Lin, T. Y. (1963). “Load balancing method for design and analysis of prestressed concrete structures.” ACI Journal, Vol. 60, No. 6, pp. 719-742.
19 
Lin, T. Y. and Burns, N. H. (1981). Design of prestressed concrete structures, 3rd Ed., John Wiley and Sons.
20 
Oh, B. H. and Jeon, S. J. (2002). “Limitations and realistic application of equivalent load methods in pre-stressed concrete structures.” Magazine of Concrete Research, Vol. 54, No. 3, pp. 223-231. 10.1680/macr.2002.54.3.223DOI
21 
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, Vol. 24, No. 6, pp. 727-735 (in Korean). 10.4334/JKCI.2012.24.6.727DOI
22 
Seo, H. K. (2016). Analysis of prestressing effect of LNG storage tank with 2400 MPa high-strength strands, Master’s thesis, Ajou University (in Korean).
23 
Shin, H. M. (2008). Prestressed concrete, 10th Ed., Dongmyungsa (in Korean).
24 
Timoshenko, S. P. and Goodier, J. N. (1970). Theory of elasticity, McGraw-Hill.
25 
Yang, J. M., Kim, J. K., Youn, S. G., Jeon, S. J., Kim, K. H. and Ahn, Y. S. (2016). “Application of 2,400 MPa PS strand to LNG/ LPG storage tank.” Magazine of the Korea Concrete Institute, Vol. 28, No. 1, pp. 41-45 (in Korean).