GONG Shun-feng,LU Yong,JIN Wei-liang.Simulation of airblast load and its effect on RC Structures[J].Transactions ofTianjin University,2006,12(Suppl):165-170.
[2]
廖维张.常规武器爆炸作用下地下结构的动力响应及智能隔震研究[D].北京:北京工业大学建筑工程学院,2007.LIAO Wei-zhang.Dynamic response and intelligent vibration isolation of underground structures under explosion ofcohventional weapons[D].Beijing:The College of Architecture and Civil Engineering of Beijing University of Technology,2007.(in Chinese)
[3]
杨鑫,石少卿,程鹏飞.空气中TNT爆炸冲击波超压峰值的预测及数值模型[J].爆破,2008,25(1):15-18.YANG Xin,SHI Shao-qing,CHENG Peng-fei.Forecast and simulation of peak overpressure of TNTexplosion shock wave inthe air[J].Blasting,2008,25(1):15-18.(in Chinese)
[4]
李顺波,东兆星,齐燕军,等.爆炸冲击波在不同介质中传播衰减规律及数值模拟[J].振动与冲击,2009,28(7):115-117.LI Shun-bo,DONG Zhao-xing,QI Yan-jun,et al.Numerical simulation for spread decay of blasting shock ware in differentmedia[J].Journal of Ibration and Shock,2009,28(7):115-117.(in Chinese)
[5]
JOSEF H.爆炸动力学及其应用[M].熊建国,译.北京:科学出版社,1987:126-128.
[6]
TM5-1300.Structures to resist the effects of accidental explosion[S].America:Department of the Army Technical Manual,Department of the Navy Publication NAVFAC P-397,Department of the Air Force Manual AFM 88-22,Department of theArmy,the Navy,and the Air Force,1969.
[7]
白金泽.LS-DYNA3D理论基础与实例分析[M].北京:科学出版社,2005:74-75.
[8]
GANTES C J,PNEVMATIKOS NG.Elastic-plastic response spectra for exponential blast loading[J].International Journal ofImpact Engineering,2004,30:323-343.
[9]
SHI Yan-chao,LI Zhong-xian,HAO Hong.Mesh size effect in numerical simulation of blast wave propagation and interactionwith structures[J].Transactions of Tianjin University,2008,14(6):396-402.
[10]
BAKER W E.Explosions in air[M].University of Texas Press,Austin,TX,1973:7-15.
