GSA2003.Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects［S］.Washington D C:General Service Administration，2003.
[2]
DoD2009.Design of buildings to resist progressive collapse［S］.Washington D C:Department of Defense，2009.
[3]
FEMA 356.Prestandard and commentary for the seismic rehabilitation of buildings［S］.Washington D C:Federal Emergency Management Agency，2000.
[4]
中国建筑科学研究院.JGJ3—2010 高层建筑混凝土结构技术规程［S］.北京:中国建筑工业出版社，2010:28/30.(China Academy of Building Research.JGJ3—2010 technical specification for concrete structures of tall building［S］.Beijing:China Architecture & Building Press，2010:28/30.)
[5]
Ruth P，Marchand K A，Williamson E B.Static equivalency in progressive collapse alternate path analysis:reducing conservatism while retaining structure integrity［J］.Journal of Performance of Constructed Facilities，2006，20(4):349/364.
[6]
Marjanishvili S，Agnew E.Comparison of various procedures for progressive collapse analysis［J］.Journal of Performance of Constructed Facilities，2006，20(4):365/374.
[7]
胡晓斌，钱稼茹.单层平面框架连续倒塌动力效应分析［J］.工程力学，2008，25(6):38/44.(Hu Xiaobin，Qian Jiaru.Dynamic effect analysis during progressive collapse of singlestory steel plane frame［J］.Engineering Mechanics，2008，25(6):38/44.)
[8]
克拉夫 R，彭津 J.结构动力学［M］.2版.北京:高等教育出版社，2006:183/190.(Clough R，Penzien J.Dynamics of structures［M］.2nd ed.Beijing:Higher Education Press，2006:183/190.)
[9]
Marjanishvili S.Progressive analysis procedure for progressive collapse［J］.Journal of Performance of Constructed Facilities，2004，18(2):79/85.
[10]
Stevens D，Crowder B，Sunshine D，et al.DoD research and criteria for the design of buildings to resist progressive collapse［J］.Journal of Structural Engineering，2011，137(9):870/880.
