参考文献/References:
[1] MLAKAR P F,CORLEY W G,SOZEN M A,et al.The Oklahoma city bombing: Analysis of blast damage to the murrah building[J].Journal of Performance of Constructed Facilities,1999,12(3):113-119.
[2] 金丰年,贾金刚,徐迎,等.恐怖爆炸下建筑物连续性倒塌研究进展[J].工业建筑,2007,37(12):113-118.
[3] 杜修力,廖维张,田志敏,等.爆炸作用下建(构)筑物动力响应与防护措施研究进展[J].北京工业大学学报,2008,34(3):277-287.
[4] ZAPATA B J,WEGGEL D C.Collapse study of an unreinforced masonry bearing wall building subjected to internal blast loading[J].Journal of Performance of Constructed Facilities,2008,22(2):92-100.
[5] 高轩能,刘颖,王书鹏.基于LS-DYNA的大空间柱壳结构爆炸波压力场分析[J].振动与冲击,2011,30(9):70-75.
[6] 高轩能,王书鹏,江媛.爆炸荷载下大空间结构的冲击波压力场分布及泄爆措施研究[J].工程力学,2010,27(4):226-233.
[7] 杨科之,杨秀敏,王年桥.内爆荷载作用下结构等效静载计算方法[J].解放军理工大学学报:自然科学版,2002,3(4):31-33.
[8] 李忠献,刘杨,田力.单侧隧道内爆炸荷载作用下双线地铁隧道的动力响应与抗爆分析[J].北京工业大学学报,2006,32(2):173-181.
[9] TM5-1300.Structures to resist the effects of accidental explosion[M].[s.l.]:Department of the Navy Publication NAVFAC P-397,1969:1-9.
[10] ISHIKAWA N,BEPPU M.Lessons from past explosive tests on protective structures in Japan[J].International Journal of I MPact Engineering,2007,34(9):1535-1545.
[11] RAFTOYIANNIS I G,SPYRAKOS C C,MICHALTSOS G T.Behavior of suspended roofs under blast loading[J].Engineering Structures,2007,29(1):88-100.
[12] 宋卫东,吴开腾,宁建国.机库内爆炸效应的数值模拟研究[J].兵工学报,2007,28(11):1329-1334.
[13] 高轩能,王书鹏.大空间柱面网壳结构在爆炸荷载下的动力响应[J].振动与冲击,2009,28(10):68-73.
[14] 高轩能,王书鹏.大空间柱壳结构爆炸动力响应的Ritz-POD数值模拟[J].土木建筑与环境工程,2010,32(2):64-70.
[15] 李翼祺,马素贞.爆炸力学[M].北京:科学出版社,1992:275-284.