General Services Administration.Progressive Collapse Analysisand Design Guidelines for New Federal Office Buildings and MajorModernization Projects[M].2003;
[2]
Department of Defense.Design of Buildings to Resist ProgressiveCollapse UFC4－023－03[S].2005;
[3]
Japanese Society of Steel Construction Council on Tall Buildingsand Urban Habitat.Guidelines for Collapse Control Design:IDesign[S].2005;
[4]
Japanese Society of Steel Construction Council on Tall Buildingsand Urban Habitat.Guidelines for Collapse Control Design, IIResearch[S].2005;
[5]
National Institute of Standards and Technology.Best Practices forReducing the Potential for Progressive Collapse in Building[S].2007;
ASCE7－05.Minimum Design Loads for Buildings and OtherStructures[S].2005;
[21]
BS8110－1.Structural Use of Concrete:Part1:Code of Practicefor Design and Construction[S].1997;
[22]
Starossek U.Typology of Progressive Collapse[J].EngineeringStructures, 2007, 29:2302－2307;
[23]
Breen J.Summary Report(HUD-PDR-182):Research Workshopon Progressive Collapse of Building Structures[R].Austin:University of Texas, 1975;
[24]
Gurley C.Progressive Collapse and Earthquake Resistance[J].Practice Periodical on Structural Design and Construction, 2008, 13(1):19－23;
[25]
Hayes J R, Woodson S C, Pekelnicky R G, et al.CanStrengthening for Earthquake Improve Blast and ProgressiveCollapse Resistance[J].Journal of Structural Engineering, 2005, 131(8):1157－1177;
[26]
Zhou Q, Yu T X.Use of High-Efficiency Energy AbsorbingDevice to Arrest Progressive Collapse of Tall Building[J].Journalof Engineering Mechanics, 2004, 130(10):1177－1187;
[27]
李航.钢结构高塔的连续性倒塌设计[M].上海:同济大学出版社, 2008:46－47;
[28]
Nawari N O.Foundation Design Against Progressive Collapse ofBuildings[C]//GeoCongress2008:Geosustainability andGeohazard Mitigation.New Orleans:2008.
