1 |
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.
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2 |
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.
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3 |
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
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4 |
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
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5 |
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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6 |
Department of the Army, Fundsmentals of Protective Design for Conventional Weapons, Technical Manual TM 5-855-1, November 1986.
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7 |
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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8 |
Hopkinson, B., British Ordnance Board Minutes, 13565, 1915.
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9 |
Cranz, C., Lehrbuch der Ballistik, Springer-Verlag, Berlin, 1926.
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10 |
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.
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11 |
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).
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12 |
NCEL, SHOCK Users Manual, Version 1.0, Naval Civil Engineering Laboratory, Port Hueneme, CA, January 1988.
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13 |
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.
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14 |
U.S. Army Corps of Engineers, "Single Degree of Freedom Response Limits for Antiterrorism Design," PDC-TR-06-08, 2006
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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.
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16 |
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
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17 |
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
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18 |
Elfahal, M.M. and Krauthammer, T., Dynamic Size Effect in Normal and High Strength Concrete Cylinders," ACI Materials Journal, 102(77), 2005.
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19 |
Oswald, C.J. and Skerhut, D., FACEDAP User's Manual, Southwest Research Institute and U.S. Army Corps of Engineers, Omaha District, April 1993.
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20 |
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.
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21 |
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.
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22 |
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
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