建筑结构抗连续倒塌的分析方法及控制设计
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摘要
近年来,随着偶然荷载(地震、撞击、爆炸)的增加,造成了大量的人员和财产的损失。其中由于这种非常规荷载引起的结构连续性倒塌所造成的损失占很大的比例。本文介绍了抗连续性倒塌的研究现状,并对目前几种连续性倒塌的分析方法及控制设计做了全面的总结。
In recent years,a large number of personnel and property is lost,with accidental load(the earthquake,the impact,the explosion) increase.Progressive collapse of building which is caused by the irregular load accounts for a large proportion.The current research status of resistance to progressive collapsed is introduced and several recent continuity collapsed analysis methods and control designs are summaried.
In recent years,a large number of personnel and property is lost,with accidental load(the earthquake,the impact,the explosion) increase.Progressive collapse of building which is caused by the irregular load accounts for a large proportion.The current research status of resistance to progressive collapsed is introduced and several recent continuity collapsed analysis methods and control designs are summaried.
引文
[1]王开强,李国强.美国建筑连续性倒塌设计标准的研究现状[J].解放军理工大学学报,2007,5(8).
[2]陈肇元.室内燃气爆炸危害与房屋结构设计对策[R].清华大学抗震抗暴工程研究室,1991.
[3]GB50010—2002混凝土设计规范[S].北京中国建筑工业出版社,2002.
[4]BS8110-1:1997Structural Use of Concrete:Part I:Code of Practice for Design and Construction[S].
[5]American Concrete Institute.Building Code Require-ments for Structural Concrete(ACI318m-02)and Commen-tary(ACI318mr-02)[S].Farmington Hills,Mich,2002.
[6]叶列平,陆新征,李易,等.混凝土框架结构的抗连续性倒塌设计方法[J].建筑结构,2010 9(2).
[7]郑瑞杰.混凝土框架连续性倒塌的三维离散元数值模拟[J].工业建筑2009,39.
[8]Motohiko Hakuno,Kimiro Meguro.Simulation ofConcrete-Frame collapse due to dynamic loading[J].Journalof Engineering Mechanics.1993,119(9):1709-1722.
[9]宣纲,顾祥林,吕西林.强震作用下混凝土框架结构倒塌过程的数值模拟[J].地震工程与工程震动,2001(12).
[10]秦东,范立础.钢筋混凝土结构倒塌全过程的数据模拟[J].同济大学学报,2001,29(1):80-83.
[11]张富文,吕西林.框架结构不同倒塌模式的数值模拟与分析[J].建筑学报,2009,30(5):119-125.
[12]梁益,陆新征,李易,等.国外RC框架抗连续倒塌设计方法的检验与分析[J].建筑结构,2010,40(2)8-12.
[13]石磊,杜修力.抗震设防烈度对钢框架连续性倒塌的影响[J].抗震防御技术,2010,5(2).
[14]Colin Gurley.Progressive collapse and earthquake re-sistance[J].Practice Periodical on Structural Design and Con-struction,2008,13(1):19-24.
[15]MOORE D B.The U K and European regulation foraccidental actions[C]//Proceedings of Workshop on Preven-tion of Progressive Collapse,Nation Institution of Building Sci-ences,Washington D.C.,2002.
[2]陈肇元.室内燃气爆炸危害与房屋结构设计对策[R].清华大学抗震抗暴工程研究室,1991.
[3]GB50010—2002混凝土设计规范[S].北京中国建筑工业出版社,2002.
[4]BS8110-1:1997Structural Use of Concrete:Part I:Code of Practice for Design and Construction[S].
[5]American Concrete Institute.Building Code Require-ments for Structural Concrete(ACI318m-02)and Commen-tary(ACI318mr-02)[S].Farmington Hills,Mich,2002.
[6]叶列平,陆新征,李易,等.混凝土框架结构的抗连续性倒塌设计方法[J].建筑结构,2010 9(2).
[7]郑瑞杰.混凝土框架连续性倒塌的三维离散元数值模拟[J].工业建筑2009,39.
[8]Motohiko Hakuno,Kimiro Meguro.Simulation ofConcrete-Frame collapse due to dynamic loading[J].Journalof Engineering Mechanics.1993,119(9):1709-1722.
[9]宣纲,顾祥林,吕西林.强震作用下混凝土框架结构倒塌过程的数值模拟[J].地震工程与工程震动,2001(12).
[10]秦东,范立础.钢筋混凝土结构倒塌全过程的数据模拟[J].同济大学学报,2001,29(1):80-83.
[11]张富文,吕西林.框架结构不同倒塌模式的数值模拟与分析[J].建筑学报,2009,30(5):119-125.
[12]梁益,陆新征,李易,等.国外RC框架抗连续倒塌设计方法的检验与分析[J].建筑结构,2010,40(2)8-12.
[13]石磊,杜修力.抗震设防烈度对钢框架连续性倒塌的影响[J].抗震防御技术,2010,5(2).
[14]Colin Gurley.Progressive collapse and earthquake re-sistance[J].Practice Periodical on Structural Design and Con-struction,2008,13(1):19-24.
[15]MOORE D B.The U K and European regulation foraccidental actions[C]//Proceedings of Workshop on Preven-tion of Progressive Collapse,Nation Institution of Building Sci-ences,Washington D.C.,2002.
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