1Department of the Army. Structures to resist the effects of acci- dental explosions, TM5-1300, 1990.
2TALLEC P LE, MOURO J. Fluid structure interaction with large structural displacements [ J 1. Computer methods in Ap- plied Mechanics and Engineering, 2001, 190:3039-3067.
3PI S J, CHENG D S, CHENG H L, et al. Fluid-structure-in- teraction for a steel plate subjected to non-contact explosion [ J]. Theoretical and Applied Fracture Mechanics, 2012, 59: 1-7.
4SOULI M, OUAHSINE A, LEWIN L. ALE formulation for flu- id-structure interaction problems [ J ]. Computer methods in Applied Mechanics and Engineering, 2000, 190:659-675.
4Elsanadedy H M, Almusallam T H, Alharbi Y R, et al. Progressive collapse potential of a typical steel building due to blast attacks [ J ]. Journal of Construc- tional Steel Research,2014,101 : 143-157.
7Bounds, William L. Design of blast resistant buildings in petrochemical facilities [ M ]. New York: ASCE, 1997.
8Tallec P Le, Mouro J. Fluid structure interaction with large structural displacements [ J ]. Computer Methods in Applied Mechanics and Engineering, 2001, 190: 3039 -3067.
9Pi S J,Cheng D S, Cheng H L, et al. Fluid-structure- interaction for a steel plate subjected to non-contact explosion [ J ]. Theoretical and Applied Fracture Me- chanics, 2012,59 : 1-7.
10Souli M, Ouahsine A, Lewin L . ALE formulation for fluid-structure interaction problems [ J ]. Computer Methods in Applied Mechanics and Engineering, 2000,190:659-675.