2GSA2003 Progressive collapse analysis and design guidelines for new federal office buildings and major modernization project [ S ]. Washington DC : United States General Services Administration, 2003. 被引量：1
3DoD2010 Design of structures to resist progressive collapse[ S]. Washington DC: Department of Defense, 2010. 被引量：1
4Powell G. Progressive collapse case studies using nonlinear analysis [ C -//Metropolis & Beyond: Proceeding of ASCE/SEI Structures Conference. New York: ASCE/SEI, 2005. 被引量：1
5Marjanishvili S M, Agnew E. Comparison of various procedures for progressive collapse analysis [ J]. Journal of Performance of Constructed Facilities, ASCE, 2006, 20(4) : 365-374. 被引量：1
6Ruth P, Marchand S M, equivalency in progressive Williamson E B. Static collapse alternate path analysis : reducing conservatism while retaining structural integrity[J]. Journal of Performance of Constructed Facilities, ASCE, 2006, 20 (4): 349- 364. 被引量：1
7Dusenberry D O, Hamburger R O. Practical means for energy-based analyses of disproportionate collapse potential [ J ]. Journal of Performance of Constructed Facilities,2006, 20(4): 336-348. 被引量：1
8Izzuddin B A, Vlassis A G, Elghazouli A Y, et al. Progressive collapse of multi-storey buildings due to sudden column loss: part I: simplified assessment framework[ J ]. Engineering Structures, 2008, 30 ( 5 ) : 1308-1318. 被引量：1
9Vlassis A G, Izzuddin B A, Elghazouli A Y, et al. Progressive collapse of multi-storey buildings due to sudden column loss : part II : application[ J ]. Engineering Structures ,2008, 30(5 ) : 1424-1438. 被引量：1
10Pujol S, Smith-Pardo J P. A new perspective on the effects of abrupt column removal [ J ]. Engineering Structures, 2009, 31(4):869-874. 被引量：1
