Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
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Choi, J. H., Choi, S. J., Kim, T. K. and Kim, J. H. J. (2017). "Damage evaluation of bi-directionally prestressed concrete panels under blast-fire combined loading."Journal of the Korea Concrete Institute., KCI, Vol. 29, No. 3, pp. 237-248 (in Korean).DOI
4 
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Moon, I. H., Noh, S. H., Lee, S. Y. and Kim, K. J. (2007). "Structural behavior of PSC reactor containment structure under temperature and pressure loading."J. Korean Soc. Civ. Eng., KSCE, Vol. 27, No. 6(A), pp. 847-858 (in Korean).
9 
Nuclear Regulatory Commission (NRC) (2003).Overpressurization test of a 1:4-Scale prestressed concrete containment vessel model (NUREG/CR-6810, SAND2003-0840P), Sandia National Laboratories.
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Oh, B. H. and Lee, M. G. (1994). "Nonlinear analysis of nuclear reinforced concrete containment structures under accidental thermal load and pressure."J. Korean Soc. Civ. Eng., KSCE, Vol. 14, No. 3, pp. 403-414 (in Korean).
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Song, H. W., Sim, B., Byun, K. J. and Choi, K. R. (2004). "A study on prediction of ultimate pressure capacity for prestressed concrete reactor containment structure."J. Korean Soc. Civ. Eng., KSCE, Vol. 24, No. 1(A), pp. 49-55 (in Korean).
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U. S. Department of Defense (DOD) (2002).Design and Analysis of Hardened Structures to Conventional Weapons Effects (UFC 3-340-01), U. S. Department of Defense, Washington, DC.
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U. S. Department of Defense (DOD) (2008).Structures to Resist the Effects of Accidental Explosions (UFC 3-340-02), U. S. Department of Defense, Washington, DC.
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Yi, N. H., Kim, J. H. J., Han, T. S., Cho, Y. G. and Lee, J. H. (2012). "Blast-resistant characteristics of ultra-high strength concrete and reactive powder concrete."Construction and Building Materials., Elsevier, Vol. 28, No. 1, pp. 578-584.DOI