3CHAPMAN T C,ROSE T A,SMITHS P D. Reflected Blast Wave Resultants Behind Cantilever Walls:A New Prediction Technique [ J ]. International Journal of Impact Engineering, 1995,16 ( 3 ) :397-403.
4WU Cheng-qing, ttAO Hong. Modeling of Simultaneous Ground Shock and Airblast Pressure on Nearby Struetures from Surfaee Explosions [ J ]. International Journal of Impact Engineering ,2005,31 ( 3 ) :699-717.
5ZHOU X Q ,HAO H. Prediction of Airblast Loads on Structures Behind a Protective Barrier[ J]. International Journal of Impact Engineering,2008,16 (3) :363-375.
6SCHLEYER G K, LOWAKB M J, POLCYN M A, et al. Experimental Investigation of Blast Wall Panels Undershock Pressure Loading [ J ]. International Journal of Impact Engineering,2007,34 (3) : 1 095-1 118.
7REMENNIKOV Alex M, ROSE Timothy A. Modelling Blast Loads on Buildings in Complex City Geometries[J]. Computers and Structures,2005,83(3) :2 197-2 205.
8HENRYCH J. The Dynamics of Explosion and its Use [ M ]. Amsterdam:Elsevier, 1979.
9MILLS C A. The Design of Concrete Structure to Resist Explosions and Weapon Effects [ C ]///Proceedings of the 1st Int Conference on concrete for hazard protections, Edin-burgh, UK,pp :61-73,1987.
10AUTODYN Theory Manual [ M ]. Revision 6. 1. Century Dynamics Inc,2003.
