1 |
ASI, 2010, Extreme Loading for Structures Theoretical Manual, Applied Science International, LLC.
|
2 |
DEPARTMENT OF DEFENSE(DoD), UNIFIED FACILITIES CRITERIA (UFC) Structures to Resist the Effects of Accidental Explosions, UFC 3-340-02, 2008, USA,
|
3 |
이경구, 2007, 전산유체동력학에 의한 고급폭발해석, 건축(대한건축학회지), Vol. 51, No. 8, pp. 54-57.
|
4 |
Agrawal, A. K. and Z. Yi, 2009, Blast Load Effects on Highway Bridges, UTRC Report, UNIVERSITY TRANSPORTATION RESEARCH CENTER, pp. 42-44.
|
5 |
Draganic, H. and D. Varevac, 2018, Analysis of Blast Wave Parameters Depending on Air Mesh Size, Shock and Vibration, Vol. 2018, pp. 18.
|
6 |
Kingery, C. N. and G. Bulmash, 1984, Airblast parameters from TNT spherical air burst and hemispherical surface burst. Report ARBRL-TR-02555, US Army Ballastic Research Laboratory, Aberdeen Proving Ground, MD.
|
7 |
Kinney, G. F. and K. J. Graham, 1985, Explosive Shocks in Air 2nd edition, Springer Science+Business Media, New York, pp. 94-98.
|
8 |
Remennikov, A. M., 2003, A review of methods for predicting bomb blast effects on buildings, Journal of Battlefield Technology, Vol. 6, No. 3, pp. 5-10.
|
9 |
Sherkar, P., A. S. Whittaker and A. J. Aref, 2010, Modeling the Effects of Detonations of High Explosives to Inform Blast-Resistant Design, Technical Report MCEER-10-0009, pp. 86-89.
|
10 |
Ullah, A., F. Ahmad, H. W. Jang, S. W. Kim and J. W. Hong, 2017, Review of Analytical and Empirical Estimations for Incident Blast Pressure, KSCE Journal of Civil Engineering. pp. 2211-2225.
DOI
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