2Corley W G, Makar P F, Sozen M A, Thornton C H. The Oklahoma City bombing: summary and recommendations for muhihazard mitigation[J]. Journal of Performance of Constructed Facilities, 1998, 12(3 ) : 100-112.
3Bazant Z P, Mathieu V. Mechanics of progressive collapse: learning from World Trade Center and building demolitions [ J ]. Journal of Engineering Mechanics, 2007, 133(3): 308-319.
4Izzuddin B A, Vlassisa A G, Elghazoulia A Y, Nethercota D A. Progressive collapse of multi-storey buildings due to sudden column loss: part I: simplified assessment framework [ J ]. Engineering Structures, 2008, 30(5) :1 308-1 318.
5Shalva M, Elizabeth A. Comparison of various procedures for progressive collapse analysis [ J]. Journal of Performance of Constructed Facilities, 2006, 20 (4) : 365 -374.
6Abolhassan Astaneh-Asl, Madsen E A, Noble C, et al. Use of catenary cables to prevent progressive collapse of buildings [ R ]. UCB/CEE-Steel-2001/02. Berkely: University of California. Department of Civil and Environmental Engineering, 2002.
7Sasani M, Sagiroglu S. Progressive collapse resistance of Hotel San Diego [ J ]. Journal of Structural Engineering, 2008, 134(3) :478-488.
8Sasani M, Bazan M, Sagiroglu S. Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure [ J ]. ACI Structural Journal, 2007, 104(6): 731-739.
9Zineddin M, Krauthammer T. Dynamic response and behavior of reinforced concrete slabs under impact loading [ J ]. International Journal of Impact Engineering, 2007,34 ( 9 ) : 1517-1534.
10ACI 318R-05 Building code requirements for structural concrete and commentary [ S ]. Farmington Hills : American Concrete Insitute, 2005.