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1.Jeon, S. J., Lee, Y. S., Kim, Y. J., and Chung, Y. S., “Fire Resistant Capacity of Containment Buildings Subjected to the Postulated Aircraft Crash-induced Fire,” Journal of Korean Society of Civil Engineers, Vol. 25, No. 6A, 2005, pp. 1177-1187 (In Korean).Google Search
2 
2.Moon, I. H., Noh, S. H., Lee, S. Y., and Kim, K. J., “Structural Behavior of PSC Reactor Containment Structure under Temperature and Pressure Loading,” Journal of Korean Society of Civil Engineers, Vol. 27, No. 6A, 2007, pp. 847-858 (In Korean).Google Search
3 
3.Shin, S. W., Kwon, Y. J., Kim, W. J., Song, H., Shin, Y. S., Yoo, S. H., Lee, S. H., Lee, K. D., Choi, K. H., and Hong, S. G., Fire Safety Design Guidelines of High Strength Concrete Structures, Architectural Institute of Korea, Ki Moon dang, Korea, 2008, pp. 1-50 (In Korean).Google Search
4 
4.Won, J. P., Choi, S. W., Park, C. G., and Park, H. K., “Temperature Distribution of Wet-Mixed High Strength Sprayed Polymer Mortar for Fire Resistance of Tunnel,” Journal of Korean Society of Civil Engineers, Vol. 26, No. 4C, 2006, pp. 283-290 (In Korean).Google Search
5 
5.Park, H. G., Won, J. P., Kim, J. H. J, and Lim, Y. M., “Evaluation of Fire-Resistance Performance of Shield Tunnel RC Linings Using Polypropylene Fiber,” Journal of Korean Society of Civil Engineers, Vol. 25, No. 3C, 2005, pp. 227-233. (In Korean).Google Search
6 
6.Chang, S. H., Choi, S. W., Kwon, J. W., and Bae, G. J., “Evaluation of Fire-Induced Damage to Structural Members in Tunnels,” Journal of Korean Society of Civil Engineers, Vol. 26, No. 3C, 2006, pp. 219-228 (In Korean).Google Search
7 
7.Yi, N. H., Lee, S. W., and Kim, J. H. J, “Experimental Study on Fire-Resistant Characteristics of Bi-Directionally Prestressed Concrete Panel under RABT Fire Scenario,” Journal of the Korea Concrete Institute, Vol. 24, No. 6, 2012, pp. 695-703 (In Korean).DOI
8 
8.Yi, N. H., Lee, S. W., Lee, S. J., and Kim, J. H. J, “Experimental Evaluation of Bi-directionally Unbonded Prestressed Concrete Panel Impact-Resistance Behavior under Impact Loading,” Journal of the Korea Concrete Institute, Vol. 25, No. 5, 2013, pp. 485-496 (In Korean).DOI
9 
9.Jeon, S, J., Lee, Y. S., Chung, C. H., and Chung, Y. S., “Dynamic Nonlinear Response of Domestic Nuclear Containment Buildings subjected to Large Aircraft Impact Load,” Journal of Korean Society of Civil Engineers, Vol. 25, No. 1A, 2005, pp. 191-200 (In Korean).Google Search
10 
10.Sugano, T., Tsubota, H., Kasai, Y., Koshika N., Ohnuma H., Riesemenn von W. A., Bickel D. C., and Parks M. B., “Local Damage to Reinforced Concrete Structures Caused by Impact of Aircraft Engine Missiles. Part 1. Test Program, Method and Results,” Nuclear Engineering and Design, Vol. 140, 1993, pp. 387-405. (doi: http://dx.doi.org/10.1016/0029-5493(93)90120-X)Google Search
11 
11.Sugano, T., Tsubota, H., Kasai, Y., Koshika N., Itoh C., Shirai K., Riesemenn von W. A., Bickel, D. C., and Parks, M. B., “Local Damage to Reinforced Concrete Structures Caused by Impact of Aircraft Engine Missiles. Part 2. Evaluation of Test Results,” Nuclear Engineering and Design, Vol. 140, 1993, pp. 407-423. (http://dx.doi. org/10.1016/0029-5493(93)90121-O)DOI
12 
12.Choi, H., Chung, C. H., Yoo, H. K., and Kim, S. Y., “Effect of Reinforcement Ratio and Impact Velocity on Local Damage of RC Slabs,” Journal of Korean Society of Civil Engineers, Vol. 31, No. 4A, 2011, pp. 311-321 (In Korean).Google Search
13 
13.Chung, C. H., Im, C. R., Kim, H. J., and Joo, S. H., “Evaluation of Fire Performance of RC Slabs with Half- Depth Precast Panels,” Journal of Korean Society of Civil Engineers, Vol. 30, No. 4A, 2010, pp. 391-398 (In Korean).Google Search
14 
14.Shin, S. S. and Park, T. H., “Analysis of Containment Building Subjected to a Large Aircraft Impact using a Hydrocode,” Journal of Korean Society of Civil Engineers, Vol. 31, No. 5A, 2011, pp.369-378 (In Korean).Google Search
15 
15.Abbas, H., Paul, D. K., Godbole, P. N., and Nayak, G. C., “Aircraft Crash upon Outer Containment of Nuclear Power Plant,” Nuclear Engineering and Design, Vol. 160, 1996, pp. 13-50. (doi: http://dx.doi.org/ 10.1016/0029- 5493(95)01049-1)Google Search
16 
16.Zineddin, M. Z. and Krauthammer, T., “Dynamic Response and Behavior of Reinforced Concrete Slabs under Impact Loading,” International Journal of Impact Engineering, Vol. 34, No. 9, 2007, pp. 1517-1534. (doi: http://dx.doi.org/10.1016/j.ijimpeng.2006.10.012)Google Search
17 
17.John, A. G., “Transient High-Temperature Prestress Relaxation of Unbonded Prestressing Tendons or Use in Concrete Slabs,” Thesis for Degree of Master of Science, Queen's University, Kingston Ontario, Canada, 2009, pp.1-45.Google Search
18 
18.Kevin J. N. M., “Post-Fire Assessment of Unbonded Post-Tensioned Concrete Slabs : Strand Deterioration and Prestress Loss,” Thesis for Degree of Master of Science, Queen's University, Kingston Ontario, Canada, 2007, pp.14-103.Google Search
19 
19.Kim, J. H. J, Damage Assessment and Design Evaluation of PCCV under Impact or Blast Scenario based on High Fidelity Physics Based Analysis, Final Report for Korea Institute of Energy Technology Evaluation and Planning, Yonsei University, Korea, 2012, pp. 1-114. (In Korean)Google Search
20 
20.Seo, K. S. Protective Engineering, Cheong Moon Gak, Korea, 2005, pp. 10-250. (In Korean)Google Search
21 
21.Yi, N. H., Kim, J. H. J., Han, T. S., Cho, Y. G., and Lee, J. H., “Blast-Resistant Characteristics of Ultra High Strength Concrete and Reactive Powder Concrete,” Construction and Building Materials, Vol. 28, No. 1, 2012, pp. 578-584. (doi: http://dx.doi.org/10.1016/  j.conbuildmat.2011.09.014)Google Search
22 
22.Kakogiannis, D., Pascualena, F., Reymen, B., Pyl, L., Ndambi, J. M., Segers, E., Lecompte, D., Vantomme, J., and Krauthammer, T., “Blast Performance of Reinforced Concrete Hollow Core Slabs in Combination with Fire: Numerical and Experimental Assessment,” Fire Safety Journal, Vol. 57, 2013, pp.69-82. (doi: http://dx.doi.org/10.1016/j.firesaf.2012.10.027)Google Search
23 
23.Huo, J., Zheng, Q., and Chen, B., “Tests on Impact Behaviour of Micro-Concrete-Filled Steel Tubes at elevated Temperatures up to 400℃,” Materials and Structures, Vol. 42, pp. 1325-1334, 2009. (doi: 10.1617/ s11527-008-9452-0)Google Search
24 
24.Huo, J. S., He, Y. M., Xiao, L. P., and Chen, B. S., “Experimental Study on Dynamic Behaviors of Concrete after Exposure to High Temperatures up to 700℃,” Material and Structures, Vol. 46, pp. 255-265, 2013. (doi:10.1617/s11527-012-9899-x)Google Search