4Luccioni B M,Ambrosini R D,Danesi R F.Analysis of Building Collapse under Blast Loads [ J ].Engineering Structures,2004,26:63 ～ 71. 被引量：1
5Krauthammer T,Otani R K.Mesh,Gravity and Load Effects on Finite Element Simulations of Blast Loaded Reinforced Concrete Structures [ J ].Computers and Structurcs,1997,63(6):1113 ～ 1120. 被引量：1
6Khalid M Mosalam,Ayman S Mosallam.Nonlinear Transient Analysis of Reinforced Concrete Slabs Subjected to Blast Loading and Retrofitted with CFRP Composite [ J ].Composites(Part B:Engineering),2001,32:623 ～ 636. 被引量：1
7Hsin Yu Low,Hong Hao.Reliability Analysis of Direct Shear and Flexural Failure Modes of RC Slabs under Explosive Loading [ J ].Engineering Structures,2002,24:189 ～ 198. 被引量：1
8Hsin Yu Low,Hong Hao.Reliability Analysis of Reinforced Cncrete Sabs under Eplosive Lading[J].Structures Safety,2001,23:157 ～ 178. 被引量：1
9Agardh L,Laine L.3D FE-simulation of Hgh-velocity Fagment Perforation of Reinforced Cncrete Sabs [ J ].International Journal of Impact Engineering,1999,22:911 ～922. 被引量：1
10Pandey A K,Ram K,Paul D K,et al.Non-linear response of reinforced concrete containment structure under blast loading[J].Nuclear Engineering and Design,2006,236:993-1002. 被引量：1
