结构连续倒塌分析与设计方法综述
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摘要
结构连续倒塌越来越受到工程界的关注,已成为一个研究的热点。对国内外结构连续倒塌分析与设计方法的研究现状及存在的问题进行了归纳和总结,指出了连续倒塌分析可分为两种类型,即倒塌风险评估和倒塌仿真,并对其中涉及的关键问题(主要是破坏准则和分析方法)进行了评述;提出了连续倒塌设计应由概念设计及计算设计两部分组成。
At present,the progressive collapse of structures attracts more and more attention in engineering field and becomes a hotspot for study.The present research achievements and existing problems of analysis and design approaches for progressive collapse of structures are summarized.It is pointed out that the progressive collapse analysis methods can be classified as collapse risk evaluation and collapse simulation and the related key problems such as damage rule and analysis method are discussed.It is proposed that design for progressive collapse should include conceptual design and computational design.
At present,the progressive collapse of structures attracts more and more attention in engineering field and becomes a hotspot for study.The present research achievements and existing problems of analysis and design approaches for progressive collapse of structures are summarized.It is pointed out that the progressive collapse analysis methods can be classified as collapse risk evaluation and collapse simulation and the related key problems such as damage rule and analysis method are discussed.It is proposed that design for progressive collapse should include conceptual design and computational design.
引文
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[2] GSA.General Services Administration,Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects [S].June 2003．
[3] DOD.Departnent of Defense,Unified facilities criteria,Design of Buildings to Resist Progressive Collapse[S],January 2005．
[4] Japanese Society of Steel Construction Council on Tall Buildings and Urban Habitat.Guidelines for Collapse Control Design,Design [S].September 2005．
[5] Japanese Society of Steel Construction Council on Tall Buildings and Urban Habitat.Guidelines for Collapse Control Design,]]Research [S].September 2005．
[6] 顾祥林,孙飞飞.混凝土结构的计算机仿真[M].上海:同济大学出版社,2000．
[7] 倪强,唐家祥.基于震害的钢筋混凝土框架结构倒塌机理的集成 多媒体仿真研究[J].建筑结构学报,2000,21(2) :52-58．
[8] 刘春明.钢筋混凝土框架结构倒塌分析[D].北京:清华大学,1991．
[9] 焦双健,冯启民,付长文.钢筋混凝土框架结构地震破坏的计算机模拟方法[J].地震工程与工程振动,2002,22(2) :54-59．
[10] 陈绍蕃.钢结构设计原理[M].北京:科学出版社,1997．
[11] 陈骥.钢结构稳定理论与设计[M].北京:科学出版社,2003．
[12] 李杰,李国强.地震工程学导论[M].北京:地震出版社,1992．
[13] MARJANISHVILI S M.Progressive analysis procedure for progressive collapse [J].ASCE Journal of Performance of Constructed Facilities,2004,18 (2) .
[14] DAVID NBILOW,MAHMOUD KAMARA.U.S.General services administration progressive collapse design guidelines applied to concrete moment-resisting frame buildings[S].ASCE ,2004．
[15] NANCI BUSCEMI,SHALVA MARJANISHVILI.SDOF model for proressive collapse analysis [S].ASCE ,2005．
[16] GRAHAM POWELL.Progressive collapse:case studies using nonlinear analysis[S].ASCE ,2005．
[17] 张雷明,刘西拉.钢筋混凝土结构倒塌分析的前沿研究[J].地震工程与工程振动,35(10) .
[18] 高培正.刚体界面元法和坑道头部动力分析[D].北京:清华大学,1996．
[19] 张雷明.灾害荷载下结构倒塌机制研究[D].北京:清华大学,1999．
[20] CUNDALL P A.A computer model for simulating progressive large scale movement in Blocky Rock Systems[C].Proc.of Symp.ISRM,Nancy,France,1971,2．
[21] MEGURO K,HAKUNO M.Fracture Analyses of Concrete Structures by the Modified distinct element method [J],Structure Engineering/ Earthquake Engineering,JSCE,1989,6,(2) .
[22] MEGURO K,Hakuno M.Application of the extended distinct element method for collapse simulation of a double-deck bBridge []].Structure Engineering/Earthquake Engineering.1994,10,(4) .
[23] 孙利民,秦东,范立础.扩展散体单元法在钢筋混凝土桥梁倒塌分析中的应用[J].土木工程学报,2002,22(6) :53-57．
[24] 李承.基于离散单元法的钢筋混凝土框架结构爆破拆除计算机仿真分析[D].同济大学,2000．
[25] 程纬,孙利民,范立础.ANSYS二次开发功能及其在双层高架桥墩地震倒塌仿真分析中的应用[J].计算机工程与应用,2002,13．
[26] 何君毅,林祥都.工程结构非线性问题的数值解法[M].北京:国防工业出版社,1994．
[27] 曾攀.有限元分析及应用[M].北京:清华大学出版社,2004．
[28] 陆新征,江见鲸.世界贸易中心飞机撞击后倒塌过程的仿真分析[J].土木工程学报,2001,34(6) .
[29] KAPIL KHANDELWAL,SHERIF EL-TAWIL.Progressive collapse of moment resisting steel frame buildings [J].Structures,ASCE,2005．
[30] LEYENDECKER,E V,ELLINGWOOD B R.Design methods for reducing the risk of progressive collapse in buildings[J].National Bureau of Standards,Washington,D.C,1997．
[31] ELLINGWOOD B,LEYENDECKER E V.Approaches for design against progressive collapse [J].Journal of the Structural Division,1997,104 ( ST3 ).
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