JKCI
Journal of
the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2014-06
(Vol.26 No.3)
10.4334/JKCI.2014.26.3.335
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REF
1
1. ASCE Standard ASCE/SEI 7-05 “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, Virginia, USA, 2001.
2
2. GSA, Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization, US General Services Administration, 2003.
3
3. DoD, Design of Buildings to Resist Progressive Collapse, US Department of Defense, 2010.
4
4. Kaewkulchai, G. and Williamson, E. B., “Beam Element Formulation and Solution Procedure for Dynamic Progressive Collapse Analysis,” Computers & Structures, Vol. 82, 2004, pp. 639-651.
5
5. Kim, J. K. and Kim, T. W., “Evaluation of Progressive Collapse-resisting Capability of Steel Monment Frames Using the Nonlinear Dynamic Analysis Procedure,” Journal of Computational Structural Engineering Institure of Korea, Vol. 20, No. 4, 2007, pp. 435-442.
6
6. Kim, J. K., Ahn, D. W., and Kim, H. S., “Development of Progressive Collapse Analysis Program considering Dynamic Effects,” Journal of Architectural Institute of Korea, Vol.
7
23, No. 6, 2007, pp. 21-29.
8
7. Kim, H. S. and Park, J. P., “An Evaluation of Blast Resistance Performance of RC Columns According to the Shape of Cross Section,” Journal of Computational Structural Engineering Institure of Korea, Vol. 23, No. 4, 2010, pp. 387-394.
9
8. Kim, H. S. and Lee, J. Y., “An Evaluation of Blast Resistance Performance of RC Columns by Using P-M Interaction Diagram,” Journal of Architectural Institute of Korea, Vol. 27, No. 10, 2011, pp. 47-54.
10
9. Ahn, J. G., Kim, H. S., and Ahn, H. S., “Computational Simulation of Progressive Collapse of Reinforced Concrete Frame due to Blast Load,” The Structural Desigh Of Talland Special Buildings, 2014. (will be published)
11
10. Zukas, J. A., Introduction to Hydrocodes, Elsevier, UK, 2004, 313 pp.
12
11. Kim, H. S., Ahn, H. S., and Ahn, J. G., “Erosion Criteria for the Blast Analysis of Reinforcement Concrete Members,” Journal of Architectural Institute of Korea, Vol. 30, No. 3, 2014, pp. 21-28.
13
12. Luccionia, B. and Aráozb, G., “Erosion Criteria for Frictional Materials under Blast Load,” Mecánica Computacional, Vol. 30, 2011, pp. 1809-1831.
14
13. Ansys, AUTODYN Theory Manual, Century Dynamics, 2005, pp. 204-206.
15
14. Carriere, M., Heffoernan, P. J., Wight, R. G., and Braimah, A., “Behaviour of Steel Reinforced Polymer Strengthened RC Members under Blast Load,” Canadian Journal of Civil Engineering, Vol. 36, No. 8, 2009, pp. 1356-1365.
16
15. Luccionia, B. and Luegeb, M., “Concrete Pavement Slab under Blast Loads,” International Journal of Impact Engineering, Vol. 32, No. 8, 2006, pp. 734-743.
17
16. Grote, D., Park, S., and Zhou, M., “Dynamic Behaviour of Concrete at High Strain Rates,” Journal of Impact Engineering, Vol. 25, No. 9, 2001, pp. 869-886.
18
17. Magnusson, J. and Hansson, H., “Numerical Simulations of Concrete Beams-A Principal Study,” National Defence Research Establishment, Sweden, 2005, 63 pp.
19
18. Yu, J. and Tan, K. H., “Experimental and Numerical Investigation on Progressive Collapse Resistance of Reinforced Concrete Beam Column Sub-Assemblages,” Engineering Structures, Vol. 55, 2013, pp. 90-106.
20
19. ASCE, The Oklahoma City Bombing, 1996 pp. 1-26.
21
20. Quan, X. and Birnbaum, N. K., “Computer Simulation of Impact and Collapse of New York World Trade Center North Tower on September 11,” 20th International Symposium on Ballistics, 2002, pp. 22-27.