引文
[1]General Services Administration.Progressive Collapse Analysisand Design Guidelines for New Federal Office Buildings and MajorModernization Projects[S].2003.
[2]Department of Defense.Design of Buildings to Resist ProgressiveCollapse[S].2005.
[3]Japanese Society of Steel Construction Council on Tall Buildingsand Urban Habitat.Guidelines for Collapse Control Design[S].2005.
[4]Japanese Society of Steel Construction Council on Tall Buildingsand Urban Habitat.Guidelines for Collapse Control Design[S].2005.
[5]Leyendechker E V,Ellingwood B R.Design Methods for Reducingthe Risk of Progressive Collapse in Buildings[R].Washington DC:National Bureau of Standards,1977.
[6]江晓峰,陈以一.建筑连续性倒塌及其控制设计的研究现状[J].土木工程学报,2008,41(6):1-8.
[7]方召新,李慧强.结构鲁棒性与风险防控[J].工程力学,2007,24(增刊):79-82.
[8]叶列平,曲哲,陆新征.提高建筑结构抗地震倒塌能力的设计思想与方法[J].建筑结构学报,2008,29(4):42-50.
[9]刘西拉,徐俊祥.突发事件中结构易损性的研究现状与展望[J].工业建筑,2007,37(增刊):18-24.
[10]邱德锋,周艳,刘西拉.突发事故中结构易损性的研究[J].四川建筑科学研究,2005,31(2):55-59.
[11]Wu X,Blockley D I,Woodman N J.Vulnerability of StructuralSystems Part 1:Rings and Clusters[J].Civil Engineering,1993,10:301-317.
[12]Wu X,Blockley D I,Woodman N J.Vulnerability of StructuralSystems Part 2:Failure Scenarios[J].Civil Engineering,1993,10:319-333.
[13]Agarwal J,Blockley D I.Vulnerability of Structural Systems[J].Structural Safety,2003,25:263-286.
[14]Pinto J T,Blockley D I,Woodman N J.The Risk of VulnerableFailure[J].Structural Safety,2002,24:107-122.
[15]England J,Agarwal J,Blockley D I.The Vulnerability of Structuresto Unforeseen Events[J].Computers&Structures,2008,86:1042-4051.
[16]Agarwal J,Blockley D I.Vulnerability of 3-Dimensional Trusses[J].Structural Safety,2001,23,203-220.
[17]柳承茂,刘西拉.基于刚度的构件重要性评估及其与冗余度的关系[J].上海交通大学学报,2005,39(5):746-750.
[18]高杨,刘西拉.结构鲁棒性评价中的构件重要性系数[J].岩石力学与工程学报,2008,27(12):2575-2584.
[19]张雷明,刘西拉.框架结构能量流网络及其初步应用[J].土木工程学报,2007,40(3):45-49.
[20]Beeby A W.Safety of Structures,and a New Approach toRobustness[J].The Structural Engineer,1999,77(4):16-21.
[21]胡晓斌,钱稼茹.结构连续倒塌分析改变路径法研究[J].四川建筑科学研究,2008,34(4):8-13.
[22]日本钢结构协会.高冗余度钢结构倒塌控制设计指南[M].陈以一,译.上海:同济大学出版社,2007.
[23]俞庆,肖熙.结构余度衡准及其在海上结构物设计与维护中的应用[J].上海交通大学学报,1996,30(10):171-177.
[24]Pandey P C,Barai S V.Structural Sensitivity as a Measure ofRedundancy[J].Journal of Structural Engineering,1997,123(3):360-364.
[25]李航.钢结构高塔的连续性倒塌设计[M].上海:同济大学,2008:46-47.