连续倒塌分析中结构重要构件的研究现状
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摘要
建筑结构的连续性倒塌分析已成为国内外的一个研究热点,变换荷载路径法(AP法)的一个重要内容是确定结构的重要构件。在对现有结构重要构件判断方法分析比较的基础上,对其进行归纳总结,并给出了结构重要构件判断方法所必须具备的三个条件。
The progressive collapse analysis of structures becomes a hotspot for study over the world.The search of the key element is an important task for the alternative path method.On the basis of comparing the methods for the estimate of important elements,some conclusions were discussed.Furthermore,the three requirements for the method to judge the key elements of a structure were also given.
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.

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