建筑结构抗爆设计研究发展概述
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摘要
在总结国内外大量关于抗爆研究和抗爆设计文献的基础上,阐述了建筑结构抗爆设计和抗爆加固的常用方法和研究现状,重点从建筑结构抗爆设计和抗爆加固基本方法、爆炸空气冲击波荷载、固体材料在冲击波荷载作用下的特性和动态本构模型以及抗爆分析手段和方法研究等方面进行了说明,分析了抗爆设计研究的难点和方向,对了解和掌握建筑结构抗爆设计和抗爆加固的基本方法和研究现状、进行建筑结构抗爆设计和抗爆加固的深入研究具有指导意义。
Summarize a lot of papers and expound the research status and common ways to design and reinforce the structure to resist blast load,put the importance on the ways of design and reinforcing the structure to resist blast load,the theory of blast load,the characteristic of solid materials and the solid materials' constitutive model in the blast load,the ways to analysis and research the structural response on the blast load,give out the direction and difficulties in design and reinforce the structure to resist the blast load.It is very useful for the reader to understand and hold the basic ways and research status about the design and reinforcing structure to resist blast load,is very helpful for the reader to deeply research the architecture and structure engineering to resist blast load.
Summarize a lot of papers and expound the research status and common ways to design and reinforce the structure to resist blast load,put the importance on the ways of design and reinforcing the structure to resist blast load,the theory of blast load,the characteristic of solid materials and the solid materials' constitutive model in the blast load,the ways to analysis and research the structural response on the blast load,give out the direction and difficulties in design and reinforce the structure to resist the blast load.It is very useful for the reader to understand and hold the basic ways and research status about the design and reinforcing structure to resist blast load,is very helpful for the reader to deeply research the architecture and structure engineering to resist blast load.
引文
[1]Nonaka T.Shear Failure of Steel Member Due to a Blast[J].Inter-national Journal of impact engineering 2000,(24):231-238.
[2]Longinow A.;Mniszewski,K.R.Protecting Building Against Ve-hicle Bomb Attacks[J].ASCE:Practice Periodical on StructuralDesign and Construction.1996,1(1):51-54.
[3]Corley WG,Mlaker P F,et al.The Oklahoma City Bombing:Sum-mary and Recommendations for Multihazard Mitigation[J].ASCE:Journal of Performance of Constructed Facilities.1998,12(3):100-112.
[4]Mlakar P F,Corley W G,et al.The Oklahoma City Bombing:A-nalysis of Blast Damage to the Murrah Building[J].ASCE:Jour-nal of Performance of Constructed Facilities.1998,12(3):113-119.
[5]Sozen M A,Thornton C H,et al.The Oklahoma City Bombing:Structure and Mechanisms of the Murrah Building[J].ASCE:Journal of Performance of Constructed Facilities.1998,12(3):120-136.
[6]Norville HS,Harvill N,et al.Glass-Related Injuries in Oklaho-ma City Bombing[J].ASCE:Journal of Performance of Construc-ted Facilities.1999,13(2):50-56.
[7]Baant Z P,Zhou Y.Why Did the World Trade Center Collapse-Simple Analysis[J].ASCE:Journal of Engineering Mechanics.2002,128(1):2-6.
[8]Corley W G.Lessons learned on Improving Resistance of Buildingto Terrorist Attacks[J].ASCE:Journal of Performance of Con-structed Facilities.2004,18(2):68-78.
[9]Keith AL.The Blast Resistance of Unreinforced Ungrouted One-Way Concrete Masonry Unit Walls[D].Ph.D.thesis,RensselaerPolytechnic Institue,Troy,NewYork,USA,2003.
[10]Bob C.Evaluation and Rehabilitation of a Building Affected by aGas Explosion[J].Prog.Struct.Engng.Mater.2004,(6):137-146.
[11]Ettouney M,Smilowitz R,et al.Blast Resistant Design of Commer-cial Buildings[J].ASCE:Practice Periodical on Structural De-sign and Construction.1996,1(1):31-39.
[12]Norville HS,Conrath E J,Smilowitz R.Considerations for Blast-Resistant Glazing Design[J].ASCE:Journal of ArchitecturalEngineering.2001,7(3):80-86.
[13]TM5-855-1,Fundamental of protective design for conventionalwepons[M].Waterway Experimental Station,Department of theArmy,方秦,等译.1986.常规武器防护设计原理.
[14]TM5-1300,Structures to Resist the Effects of Accidental Explo-sion[M].Department of the Army Technical Manual,Depart-ment of the Navy Publication NAVFAC P-397,Department ofthe Air Force Manual AFM 88-22,Department of the Army,the Navy,and the Air Force,June 1969.
[15]Norris G H,Hansen R J,et Al.Structural Design for DynamicLoads[M].McGraw-Hill Book Co.,New York,N.Y.,1959.
[16]Biggs J M.Introduction to Structural Dynamics[M].McGraw-Hill Book Co.,New York,N.Y.,1964.J.M.比格斯.姚玲森,等译.结构动力学[M].北京:人民交通出版社,1982.
[17]Baker W E.Explosion in air[M].University of Texas Press,Austin[M].Texas,1973.W.E.贝克.江科,等译.空中爆炸[M].北京:原子能出版社,1982.
[18]Baker W E,Cox P A,Westine P S,et al.Explosion hazards andevaluation[M].New York:Elsevier scientific Publishing Com-pany,1983W.E.贝克,P.S.威斯汀,等著,张顺,文以民,等译.爆炸危险性及其评估[M].北京:群众出版社,1988.
[19]Kinney G F,Graham K J.Explosive Shock in Air[M].NewYork:Springer,Verlag,1985.
[20]Glasstone S,et al.,The Effective of Nuclear Weapons[M].Gov-ernment Printing office,Washington,D.C.,1954.S.格拉斯顿主编,姚琮等译,核武器效应[M].北京:国防工业出版社,1966.
[21]Henrych J.The Dynamics of Explosion and its Use[M].Amster-dam:Elsevier scientific Publishing Company,1979J.亨利奇著,熊建国等译.爆炸动力学及其应用[M].北京:科学出版社,1979.
[22]Mercx W P M,Berg V D,et al.Developments in Vapour CloudExplosion Blast Modeling[J].Journal of Hazardous Materials2000,71:301-319.
[23]Formby S A,Wharton R K.Blast Characteristic and TNTEquiva-lence Values for Some commercial Explosives Detonated atGround Level[J].Journal of Hazardous Materials 1996,50:183-198.
[24]Rose TA,Smith P D.Influence of the Principal Geometrical Pa-rameters of Straight City Streets on Positive and Negative PhaseBlast Wave Impulse[J].International Journal of Impact Engineer-ing.2002,27:359-376.
[25]Smith P D,Rose T A.Blast Loading and Building Robustness[J].Prog.Struc.Engng.Mater.2002,(4):213-223.
[26]Lee C K B,Giltrud M.Scaling on Explosion-Generated BlastLoadings on Walls of Room[J].ASCE:Journal of EngineeringMechanics.1997,123(10):1096-1102.
[27]林大超,白春花,等.空气中爆炸时爆炸波的超压函数[J].爆炸与冲击,2001,21(1):41-46.
[28]胡时胜,王道荣.混凝土材料动态力学性能的试验研究[J].工程力学,2001,18(5):115-118.
[29]肖诗云,林皋,王哲,等.应变率对混凝土抗拉特性影响[J].大连理工大学学报,2001,41(6):721-725.
[30]Bischoff P H,Perry S H.Impact Behavior of Plain ConcreteLoaded in Uniaxial Compression[J].ASCE:Journal of Engi-neering Mechanics.1995,121(6):685-693.
[31]Klepaczko J R,Brara A.An Experimental Method for dynamicTensile Testing of Concrete by Spalling[J].International Journalof Impact Engineering 2001,25:387-409.
[32]Brara A.;Camborde F,Klepaczko J R.Experimental and Numer-ical study of Concrete at High rates in Tension[J].Mechanics ofmaterial 2001,33:33-45.
[33]Ross C A,Tedesco J W,et al.Effects of Strain on ConcreteStrength[J].ACI Material Journal.1995,92(1):37-47.
[34]Tang T,Malvern L E,et al.Rate Effects in Uniaxial DynamicCompression of Concrete[J].J.Eng.Meth.,1992,118(1):108-124.
[35]Albertini C,Cadoni E,et al.Study of the Mechanical Propertiesof Plain Concrete Under Dynamic Loading[J].Experimental Me-chanics 1999,39(2):137-141
[36]Ross C A,Jerome D M.Moisture and Strain Rate Effects on Con-crete Strength[J].ACI Mater J,1996,93(3):293-300.
[37]Malvar L J,Ross C A.Reviewof Strain Rate Effects for Concretein Tension[J]..ACI Mater J,1998,95(6):735-739.
[38]周培基,A K.霍普肯斯.张宝坪,赵衡阳,等译.材料对强冲击荷载的动态响应[M].北京:科学出版社,1985.
[39]马晓青.冲击动力学[M].北京:北京理工大学出版社,1992.
[40]史巨元.钢的动态力学性能及其应用[M].北京:冶金工业出版社,1993.
[41]杨桂通.塑性动力学[M].北京:高等教育出版社,2000.
[42]杨桂通.粘塑性本构关系[A].王仁,黄克智,朱兆祥.塑性力学进展[M].北京:中国铁道出版社,1998:119-143.
[43]杜成斌,苏擎柱.混凝土材料动力本构模型研究进展[J].世界地震工程,2002,18(2):94-98.
[44]肖诗云,林皋,王哲.Drucker-Prager材料一致率型本构模型[J].工程力学,2003,20(4):147-151.
[45]Carosio A,Willam K,et al.On the Consistence of ViscoplasticFormulations[J].International Journal of Solids and structures2000,37:7349-7369.
[46]Winnicki A,Pearce C J,et al.Viscoplastic Hoffman consistencyModel for Concrete[J].Computers and Structures 2001,79:7-19.
[47]张凤国,李恩征.大应变高应变率及高压强条件下混凝土的计算模型[J].爆炸与冲击,2002,22(3):198-202.
[48]Eibl J,Hurtienne B S.Strain-Rate-Sensitive Constitutive LawforConcrete[J].ASCE:Journal of Engineering mechanics.1999,125(12):1411-1420.
[49]Gebbeken N,Ruppert M.A New Material Model for Concrete inHigh-Dynamic Hydrocode simulations[J].Archive of AppliedMechanics 2000,70:463-478.
[50]Dube J F,Cabot G P,et al.Rate Dependent Damage Model forConcrete in Dynamics[J].ASCE:Journal of Engineering me-chanics.1996,122(10):939-947.
[51]吴斌,韩强,等.结构中的应力波[M].北京:科学出版社,2001.
[52]Dennis S T,Baylot J T,et al.Response of 1/4-Scale Concretemasonry Unit(CMU)Walls to Blast[J].ASCE:Journal of Engi-neering Mechanics.2002,128(2):134-142.
[53]Eamon C D,Baylot J T.Modeling Concrete Masonry Walls Subjectto Explosive Loads[J].ASCE:Journal of Engineering Mechanics2004,130(9):1098-1106.
[54]Muszynski L C,Purcell MR.Use of Composite Reinforcement toStrengthen Concrete and Air-Entrained Concrete Masonry WallsAgainst Air Blast[J].ASCE:Journal of Composite for Construc-tion 2003,7(2):98-108.
[55]Davidson J S,Porter J R,et al.Explosive Testing of Polymer Ret-rofit Masonry Walls[J].ASCE:Journal of Performance of Con-structed Facilities 2004,18(2):100-106.
[56]Krauthammer T,Altenberg A.Negative Phase Blast Effects onGlass Panels[J].International Journal of Impact Engineering2004,24:1-17.
[57]Lin L H,Hinman E,et al.Survey of Windowretrofit solutions forBlast Mitigation[J].ASCE:Journal of Performance of Construc-ted Facilities 2004,18(2):86-94.
[58]Zineddin MZ.Behavior of Structural Concrete Slabs under Local-ized Impact[D].Ph.D.thesis,the Pennsylvania University,USA,2002.
[59]Jacinto A C,Ambrosini R D.Experimental and computational a-nalysis of Plates under Air Blast Loadings J].International Jour-nal of impact engineering 2001,25:927-947.
[60]Lungdon G S,Yuen S C K.Experimental and Numerical studieson the Response of Quadrangular stiffened Plates.Part II:Sub-jected to Local blast loading[J].International Journal of impactengineering 2005,31:85-111.
[61]Jacob N,Yuen C Y,et al.Scaling Aspects of Quadrangular Platessubjected to Localized Blast Loads-Experiments and Predications[J].International Journal of Impact Engineering 2004,30:1179-1208.
[62]方秦,柳锦春,等.爆炸荷载作用下钢筋混凝土梁破坏形态有限元分析[J].工程力学,2001,18(2):1-8.
[63]焦延平,郭东,等.爆炸荷载作用下钢筋混凝土梁非线性有限元分析[J].振动与冲击,2003,22(3):65-67.
[64]Jerome D M,Ross C A.Simulation of the Dynamic Response ofConcrete Beams Externally Reinforced with Carbon-Fiber Rein-forced Plastic[J].Computers&Structures 1997,65(5/6):1129-1153.
[65]Tang T.Behavior of Concrete Beams Retrofitted with CompositeLaminates under Impact Loading[D].Ph.D.thesis,the Univer-sity of Arizona,USA,2002.
[66]Krauthammer T.Blast-Resistant structural Concrete and steelConnections[J].International Journal of impact engineering1999,22:887-910.
[67]Khaiat H,Fereig S,et al.Impact of Shelling on RC Frames withand without Infill Walls[J].ASCE:Journal of Performance ofConstructer Facilities 1999,13(1):22-28.
[68]Muszynski L C,Purcell M R.Composite Reinforcement toStrength Existing Concrete Structures Against Air Blast[J].ASCE:Journal of Composite for Construction2003,7(2):93-97.
[69]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):8-10.
[70]Gantes C J,Pnevmatikos N G.Elastic-Plastic response Spectra forExponential Blast loading[J].International Journal of impact en-gineering 2004,30:323-343.
[71]Li Q M,Meng H.Pressure-Impulse Diagram for blast loads Basedon dimensional Analysis and Single-Degree-of freedom Model[J].Journal of Engineering Mechanics 2002,128(1):87-92.
[72]Li Q M,Meng H.Pulse Loading Shape Effects on pressure-Im-pulse diagram of an Elastic-Plastic,Single-degree-of-freedomstructural Model[J].International Journal of Mechanical sci-ences,2002,44:1985-1998.
[73]Belytschko T,Liu W K,et al.Nonlinear Finite Elements for Con-tinua and Structures[M].John Wiley&Sons 2000.
[2]Longinow A.;Mniszewski,K.R.Protecting Building Against Ve-hicle Bomb Attacks[J].ASCE:Practice Periodical on StructuralDesign and Construction.1996,1(1):51-54.
[3]Corley WG,Mlaker P F,et al.The Oklahoma City Bombing:Sum-mary and Recommendations for Multihazard Mitigation[J].ASCE:Journal of Performance of Constructed Facilities.1998,12(3):100-112.
[4]Mlakar P F,Corley W G,et al.The Oklahoma City Bombing:A-nalysis of Blast Damage to the Murrah Building[J].ASCE:Jour-nal of Performance of Constructed Facilities.1998,12(3):113-119.
[5]Sozen M A,Thornton C H,et al.The Oklahoma City Bombing:Structure and Mechanisms of the Murrah Building[J].ASCE:Journal of Performance of Constructed Facilities.1998,12(3):120-136.
[6]Norville HS,Harvill N,et al.Glass-Related Injuries in Oklaho-ma City Bombing[J].ASCE:Journal of Performance of Construc-ted Facilities.1999,13(2):50-56.
[7]Baant Z P,Zhou Y.Why Did the World Trade Center Collapse-Simple Analysis[J].ASCE:Journal of Engineering Mechanics.2002,128(1):2-6.
[8]Corley W G.Lessons learned on Improving Resistance of Buildingto Terrorist Attacks[J].ASCE:Journal of Performance of Con-structed Facilities.2004,18(2):68-78.
[9]Keith AL.The Blast Resistance of Unreinforced Ungrouted One-Way Concrete Masonry Unit Walls[D].Ph.D.thesis,RensselaerPolytechnic Institue,Troy,NewYork,USA,2003.
[10]Bob C.Evaluation and Rehabilitation of a Building Affected by aGas Explosion[J].Prog.Struct.Engng.Mater.2004,(6):137-146.
[11]Ettouney M,Smilowitz R,et al.Blast Resistant Design of Commer-cial Buildings[J].ASCE:Practice Periodical on Structural De-sign and Construction.1996,1(1):31-39.
[12]Norville HS,Conrath E J,Smilowitz R.Considerations for Blast-Resistant Glazing Design[J].ASCE:Journal of ArchitecturalEngineering.2001,7(3):80-86.
[13]TM5-855-1,Fundamental of protective design for conventionalwepons[M].Waterway Experimental Station,Department of theArmy,方秦,等译.1986.常规武器防护设计原理.
[14]TM5-1300,Structures to Resist the Effects of Accidental Explo-sion[M].Department of the Army Technical Manual,Depart-ment of the Navy Publication NAVFAC P-397,Department ofthe Air Force Manual AFM 88-22,Department of the Army,the Navy,and the Air Force,June 1969.
[15]Norris G H,Hansen R J,et Al.Structural Design for DynamicLoads[M].McGraw-Hill Book Co.,New York,N.Y.,1959.
[16]Biggs J M.Introduction to Structural Dynamics[M].McGraw-Hill Book Co.,New York,N.Y.,1964.J.M.比格斯.姚玲森,等译.结构动力学[M].北京:人民交通出版社,1982.
[17]Baker W E.Explosion in air[M].University of Texas Press,Austin[M].Texas,1973.W.E.贝克.江科,等译.空中爆炸[M].北京:原子能出版社,1982.
[18]Baker W E,Cox P A,Westine P S,et al.Explosion hazards andevaluation[M].New York:Elsevier scientific Publishing Com-pany,1983W.E.贝克,P.S.威斯汀,等著,张顺,文以民,等译.爆炸危险性及其评估[M].北京:群众出版社,1988.
[19]Kinney G F,Graham K J.Explosive Shock in Air[M].NewYork:Springer,Verlag,1985.
[20]Glasstone S,et al.,The Effective of Nuclear Weapons[M].Gov-ernment Printing office,Washington,D.C.,1954.S.格拉斯顿主编,姚琮等译,核武器效应[M].北京:国防工业出版社,1966.
[21]Henrych J.The Dynamics of Explosion and its Use[M].Amster-dam:Elsevier scientific Publishing Company,1979J.亨利奇著,熊建国等译.爆炸动力学及其应用[M].北京:科学出版社,1979.
[22]Mercx W P M,Berg V D,et al.Developments in Vapour CloudExplosion Blast Modeling[J].Journal of Hazardous Materials2000,71:301-319.
[23]Formby S A,Wharton R K.Blast Characteristic and TNTEquiva-lence Values for Some commercial Explosives Detonated atGround Level[J].Journal of Hazardous Materials 1996,50:183-198.
[24]Rose TA,Smith P D.Influence of the Principal Geometrical Pa-rameters of Straight City Streets on Positive and Negative PhaseBlast Wave Impulse[J].International Journal of Impact Engineer-ing.2002,27:359-376.
[25]Smith P D,Rose T A.Blast Loading and Building Robustness[J].Prog.Struc.Engng.Mater.2002,(4):213-223.
[26]Lee C K B,Giltrud M.Scaling on Explosion-Generated BlastLoadings on Walls of Room[J].ASCE:Journal of EngineeringMechanics.1997,123(10):1096-1102.
[27]林大超,白春花,等.空气中爆炸时爆炸波的超压函数[J].爆炸与冲击,2001,21(1):41-46.
[28]胡时胜,王道荣.混凝土材料动态力学性能的试验研究[J].工程力学,2001,18(5):115-118.
[29]肖诗云,林皋,王哲,等.应变率对混凝土抗拉特性影响[J].大连理工大学学报,2001,41(6):721-725.
[30]Bischoff P H,Perry S H.Impact Behavior of Plain ConcreteLoaded in Uniaxial Compression[J].ASCE:Journal of Engi-neering Mechanics.1995,121(6):685-693.
[31]Klepaczko J R,Brara A.An Experimental Method for dynamicTensile Testing of Concrete by Spalling[J].International Journalof Impact Engineering 2001,25:387-409.
[32]Brara A.;Camborde F,Klepaczko J R.Experimental and Numer-ical study of Concrete at High rates in Tension[J].Mechanics ofmaterial 2001,33:33-45.
[33]Ross C A,Tedesco J W,et al.Effects of Strain on ConcreteStrength[J].ACI Material Journal.1995,92(1):37-47.
[34]Tang T,Malvern L E,et al.Rate Effects in Uniaxial DynamicCompression of Concrete[J].J.Eng.Meth.,1992,118(1):108-124.
[35]Albertini C,Cadoni E,et al.Study of the Mechanical Propertiesof Plain Concrete Under Dynamic Loading[J].Experimental Me-chanics 1999,39(2):137-141
[36]Ross C A,Jerome D M.Moisture and Strain Rate Effects on Con-crete Strength[J].ACI Mater J,1996,93(3):293-300.
[37]Malvar L J,Ross C A.Reviewof Strain Rate Effects for Concretein Tension[J]..ACI Mater J,1998,95(6):735-739.
[38]周培基,A K.霍普肯斯.张宝坪,赵衡阳,等译.材料对强冲击荷载的动态响应[M].北京:科学出版社,1985.
[39]马晓青.冲击动力学[M].北京:北京理工大学出版社,1992.
[40]史巨元.钢的动态力学性能及其应用[M].北京:冶金工业出版社,1993.
[41]杨桂通.塑性动力学[M].北京:高等教育出版社,2000.
[42]杨桂通.粘塑性本构关系[A].王仁,黄克智,朱兆祥.塑性力学进展[M].北京:中国铁道出版社,1998:119-143.
[43]杜成斌,苏擎柱.混凝土材料动力本构模型研究进展[J].世界地震工程,2002,18(2):94-98.
[44]肖诗云,林皋,王哲.Drucker-Prager材料一致率型本构模型[J].工程力学,2003,20(4):147-151.
[45]Carosio A,Willam K,et al.On the Consistence of ViscoplasticFormulations[J].International Journal of Solids and structures2000,37:7349-7369.
[46]Winnicki A,Pearce C J,et al.Viscoplastic Hoffman consistencyModel for Concrete[J].Computers and Structures 2001,79:7-19.
[47]张凤国,李恩征.大应变高应变率及高压强条件下混凝土的计算模型[J].爆炸与冲击,2002,22(3):198-202.
[48]Eibl J,Hurtienne B S.Strain-Rate-Sensitive Constitutive LawforConcrete[J].ASCE:Journal of Engineering mechanics.1999,125(12):1411-1420.
[49]Gebbeken N,Ruppert M.A New Material Model for Concrete inHigh-Dynamic Hydrocode simulations[J].Archive of AppliedMechanics 2000,70:463-478.
[50]Dube J F,Cabot G P,et al.Rate Dependent Damage Model forConcrete in Dynamics[J].ASCE:Journal of Engineering me-chanics.1996,122(10):939-947.
[51]吴斌,韩强,等.结构中的应力波[M].北京:科学出版社,2001.
[52]Dennis S T,Baylot J T,et al.Response of 1/4-Scale Concretemasonry Unit(CMU)Walls to Blast[J].ASCE:Journal of Engi-neering Mechanics.2002,128(2):134-142.
[53]Eamon C D,Baylot J T.Modeling Concrete Masonry Walls Subjectto Explosive Loads[J].ASCE:Journal of Engineering Mechanics2004,130(9):1098-1106.
[54]Muszynski L C,Purcell MR.Use of Composite Reinforcement toStrengthen Concrete and Air-Entrained Concrete Masonry WallsAgainst Air Blast[J].ASCE:Journal of Composite for Construc-tion 2003,7(2):98-108.
[55]Davidson J S,Porter J R,et al.Explosive Testing of Polymer Ret-rofit Masonry Walls[J].ASCE:Journal of Performance of Con-structed Facilities 2004,18(2):100-106.
[56]Krauthammer T,Altenberg A.Negative Phase Blast Effects onGlass Panels[J].International Journal of Impact Engineering2004,24:1-17.
[57]Lin L H,Hinman E,et al.Survey of Windowretrofit solutions forBlast Mitigation[J].ASCE:Journal of Performance of Construc-ted Facilities 2004,18(2):86-94.
[58]Zineddin MZ.Behavior of Structural Concrete Slabs under Local-ized Impact[D].Ph.D.thesis,the Pennsylvania University,USA,2002.
[59]Jacinto A C,Ambrosini R D.Experimental and computational a-nalysis of Plates under Air Blast Loadings J].International Jour-nal of impact engineering 2001,25:927-947.
[60]Lungdon G S,Yuen S C K.Experimental and Numerical studieson the Response of Quadrangular stiffened Plates.Part II:Sub-jected to Local blast loading[J].International Journal of impactengineering 2005,31:85-111.
[61]Jacob N,Yuen C Y,et al.Scaling Aspects of Quadrangular Platessubjected to Localized Blast Loads-Experiments and Predications[J].International Journal of Impact Engineering 2004,30:1179-1208.
[62]方秦,柳锦春,等.爆炸荷载作用下钢筋混凝土梁破坏形态有限元分析[J].工程力学,2001,18(2):1-8.
[63]焦延平,郭东,等.爆炸荷载作用下钢筋混凝土梁非线性有限元分析[J].振动与冲击,2003,22(3):65-67.
[64]Jerome D M,Ross C A.Simulation of the Dynamic Response ofConcrete Beams Externally Reinforced with Carbon-Fiber Rein-forced Plastic[J].Computers&Structures 1997,65(5/6):1129-1153.
[65]Tang T.Behavior of Concrete Beams Retrofitted with CompositeLaminates under Impact Loading[D].Ph.D.thesis,the Univer-sity of Arizona,USA,2002.
[66]Krauthammer T.Blast-Resistant structural Concrete and steelConnections[J].International Journal of impact engineering1999,22:887-910.
[67]Khaiat H,Fereig S,et al.Impact of Shelling on RC Frames withand without Infill Walls[J].ASCE:Journal of Performance ofConstructer Facilities 1999,13(1):22-28.
[68]Muszynski L C,Purcell M R.Composite Reinforcement toStrength Existing Concrete Structures Against Air Blast[J].ASCE:Journal of Composite for Construction2003,7(2):93-97.
[69]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):8-10.
[70]Gantes C J,Pnevmatikos N G.Elastic-Plastic response Spectra forExponential Blast loading[J].International Journal of impact en-gineering 2004,30:323-343.
[71]Li Q M,Meng H.Pressure-Impulse Diagram for blast loads Basedon dimensional Analysis and Single-Degree-of freedom Model[J].Journal of Engineering Mechanics 2002,128(1):87-92.
[72]Li Q M,Meng H.Pulse Loading Shape Effects on pressure-Im-pulse diagram of an Elastic-Plastic,Single-degree-of-freedomstructural Model[J].International Journal of Mechanical sci-ences,2002,44:1985-1998.
[73]Belytschko T,Liu W K,et al.Nonlinear Finite Elements for Con-tinua and Structures[M].John Wiley&Sons 2000.
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