XIAO Shiyun, DONG Huahang, LIU Jinfeng. Dynamic Increase Factor During the Progressive Collapse of RC Frame Structures[J]. Journal of Northeastern University Natural Science, 2014, 35(9): 1350-1354.
[1] 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] Marjanishvili S.Progressive analysis procedure for progressive collapse[J].Journal of Performance of Constructed Facilities,2004,18(2):79/85. [6] 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. [7] 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. [8] Marjanishvili S,Agnew E.Comparison of various procedures for progressive collapse analysis[J].Journal of Performance of Constructed Facilities,2006,20(4):365/374. [9] 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.) [10] 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.)