[1] 张钱城, 郝方楠, 李裕春.  爆炸冲击载荷作用下车辆和人员的损伤与防护[J]. 力学与实践, 2014, 36(5): 527-539.
ZHANG Q C, HAO F N, LI Y C.  Reserch progress in the injury and protection to vehicle and passengers under explosive shock loading[J]. Mechanics in Engineering, 2014, 36(5): 527-539.
[2]

GANNON J C. Design of bridges for security against terrorist attacks [D]. Austin, TX: The University of Texas at Austin, 2004: 10–125.

[3]

JONES N, BREBBIA C A. Structures under shock and impact VIII [M]. Southampton, UK: WIT Press, 2004: 53–62.

[4] WINGET D G, MARCHAND K A, WILLIAMSON E B.  Analysis and design of critical bridges subjected to blast loads[J]. Journal of Structural Engineering, 2005, 131(8): 1243-1255.   doi: 10.1061/(ASCE)0733-9445(2005)131:8(1243)
[5] WILLIAMSON E B, WINGET D G.  Risk management and design of critical bridges for terrorist attacks[J]. Journal of Bridge Engineering, 2005, 10(1): 96-106.   doi: 10.1061/(ASCE)1084-0702(2005)10:1(96)
[6]

IBRAHIM A, SALIM H. Numeical prediction of the dynamic response of prestressed concrete box girder bridges under blast loads [C]//11th International LS-DYNA Users Conference, 2006: 13–15.

[7] 魏雪英, 白国良.  爆炸载荷下钢筋混凝土柱的动力响应及破坏形态分析[J]. 解放军理工大学学报(自然科学版), 2007, 8(5): 525-529.
WEI X Y, BAI G L.  Dynamic response and failure modes of RC column under blast load[J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2007, 8(5): 525-529.
[8]

SYNGELLAKIS S. Design against blast [M]. Southampton, UK: WIT Press, 2012: 143–151.

[9] SON J, LEE H J.  Performance of cable-stayed bridge pylons subjected to blast loading[J]. Engineering Structures, 2011, 18(33): 1133-1148.
[10] NING J G, MA T B, FEI G L.  Multi-material Eulerian method and parallel computation for 3D explosion and impact problems[J]. International Journal of Computational Methods, 2014, 11(5): 1350079-.   doi: 10.1142/S0219876213500795
[11] NING J G, MA T B, LIN G H.  A grid generator for 3-D explosion simulations using the staircase boundary approach in Cartesian coordinates based on STL models[J]. Advances in Engineering Software, 2014, 67(1): 148-155.
[12] FEI G L, MA T B.  Large-scale high performance computation on 3D explosion and shock problems[J]. Applied Mathematics and Mechanics (English Edition), 2011, 32(3): 375-382.   doi: 10.1007/s10483-011-1422-7
[13] FEI G L, MA T B, NING J G.  Parallel computing of the multi-material eulerian numerical method and hydrocode[J]. International Journal of Nonlinear Sciences & Numerical Simulation, 2010, 11(Suppl): 189-193.
[14] FEI G L, MA T B, NING J G.  Study on the numerical simulation of explosion and impact processes using PC cluster system[J]. Advanced Materials Research, 2012, 433/440: 2892-2898.   doi: 10.4028/www.scientific.net/AMR.433-440
[15] JOHNSON W E, ANDERSON C E.  History and application of hydrocodes in hypervelocity impact[J]. International Journal Impact Engineering, 1987, 5(1): 423-439.
[16] ANDERSON C E.  An overview of the theory of hydrocodes[J]. International Journal Impact Engineering, 1987, 5(1): 33-59.
[17] BENSEN D J.  A multi-material Eulerian formulation for the efficient solution of impact and penetration problems[J]. Computational Mechanics, 1994, 15(6): 558-571.