References

1. Krauthammer, T. and Park, J.Y., "Cballenges in Protective Structures R&D," 2012 World Congress on Advances in Civil, Environmental, and Materials Research(ACEM'12), 2012
2. Dalenius, R., Lidstrom C., and Magnusson J., "Handbook for Protection of Buildings," 4th International Conference on Design and Analysis of Protective Structures, 2012
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4. Departments of the Army, the Navy, and the Air Force, Structures to Resist the Effects of Accidental Explosions, Revision 1 (Department of the Army Technical Manual TM 5-1300, Department of the Navy Publication NAVFAC P-397, Department of the Air Force Manual AFM 88-22), November 1990.
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7. Huffington, N.J., Jr., and Ewing, W.O., Reflected Impulse Near Spherical Charges, Technical Report BRL-TR-2678, U.S. Army BRL, Aberdeen Proving Ground, MD, September 1985.
8. Hyde, D.W., User Guide for Microcomputer Code ConWep, Instruction Rrport SL-88-1, US Army, Waterways Experiment Station, April 1988 (Revised 22 February 1993).
9. NCEL, SHOCK Users Manual, Version 1.0, Naval Civil Engineering Laboratory, Port Hueneme, CA, January 1988.
10. Britt, J.R., Enhancements of the BLASTX Code for Blast and Thermal Propagation in Protective Structures: BLASTX Version 2.0, prepared for U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, by Science Applications International Corporation, November 2, 1992.
11. U.S. Army Corps of Engineers, "Single Degree of Freedom Response Limits for Antiterrorism Design," PDC-TR-06-08, 2006
12. Shi, Y., Hao, H. and Li, Z.X. , "Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads," International Journal of Impact Engineering, 35, 2007
13. Park, J.Y., and Krauthammer, T., "Pressure impulse diagrams for simply-supported steel columns based on residnal load-carrying capacities, "Structural Engineering and Mechanics, 39(2), 2011
14. Elfahal, M.M. and Krauthammer, T., Dynamic Size Effect in Normal and High Strength Concrete Cylinders," ACI Materials Journal, 102(77), 2005.
15. Park, J.Y., and Krauthammer, T., "Development of an LEFM dynamic crack criterion for correlated size and rate effects in concrete beams," International Journal of Impact Engineering, 36(1), 2009.
16. Oswald, C.J. and Skerhut, D., FACEDAP User's Manual, Southwest Research Institute and U.S. Army Corps of Engineers, Omaha District, April 1993.
17. Kiger, S.A. et al., Vulnerability of Shallow-Buried Flat Roof Structures, Technical ReportSL-80-7, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, 1980-1984.
18. Slawson, T.R., Dynamic Shear Failure of Shallow-Buried Flat-Roofed Reinforced Concrete Structures Subjected to Blast Loading, Final Report SL-84-7, U.S. Army Engineer Waterways Expariment Station, Vicksburg, MS, 1984.
19. Soh, T.B., and Krauthammer, T., "Load-Impulse Diagrams of Reinforced Concrete Beams Subjected to Concentrated Transient Loading," Final Report to U.S. Army, ERDC,PTC-TR-006-2004, Protective Technology Center, Pennsylvania State University, April 2004.
20. Blasko, J.R. and Krauthammer, T., "Pressure Impulse Diagrams of Structural Elements Subjected to Dynamic Loads," Final Report to U.S. Army ERDC, PTC-TR-002-2007, Protective Technology Center, Penn State University, January 2007.
21. Ng, P.R. and Krauthammer, T., "Pressure-Impulse Diagrams for Reinforced Concrete Slabs," Final Report to U.S. Anny, ERDC, PTC-TR-007-2004, Ptotective Technology Center, Pennsylvania State University, November 2004
22. Park, J.Y. and Krauthammer, T. "Alternative Approach of Pressure-Impulse Diagram for Multi-Peak Pressure," 2012 World Congress on Advances in Civil, Environmental, and Materials Research (ACEM'12), 2012