[1] 清华大学、西南交通大学、北京交通大学土木工程结构专家组.汶川地震建筑震害分析[J].建筑结构学报,2008,29(4):1-9.
Civil and Structural Groups of Tsinghua University,Southwest Jiaotong University and Beijing Jiaotong University.Analysis on Seismic Damage of Buildings in the Wenchuan Earthquake[J].Journal of Building Structures,2008,29(4):1-9.
[2]王亚勇.汶川地震建筑震害启示——三水准设防和抗震设计基本要求[J].建筑结构学报,2008,29(4):26-33.
WANG Ya-yong.Lessons Learnt from Building Damages in the Wenchuan Earthquake-Three Earthquake Performance Objectives and Basic Requirements for Seismic Design of Buildings[J].Journal of Building Structures,2008,29(4):26-33.
[3]GB 50011—2001,建筑抗震设计规范[S].
GB 50011—2001,Code for Seismic Design of Buildings[S].
[4]ACI 318-08,Building Code Requirements for Structural Concrete(ACI 318-08)and Commentary[S].
[5]GSA 2003,Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects[S].
[6]UFC 4-010-01,Design of Building to Resist Progressive Collapse[S].
[7]ASCE/SEI 7-05,Minimum Design Loads for Buildings and Other Structures[S].
[8]BS 6399-1:1996,Loading for Buildings.Part 1: Code of Practice for Dead and Imposed Loads[S].
[9]ICC 2005,International Building Code[S].
[10]CCBFC 1995,National Building Code of Canada[S].
[11]DEIERLEIN G G,LIEL A B,HASELTON C B,et al.ATC 63 Methodology for Evaluating Seismic Collapse Safety of Archetype Buildings[C/CD]//ANDERSON D,VENTURA C,HARVEY D,et al.Structural Congress 2008:Crossing Borders.Vancouver:ASCE,2008:1-10.
[12]刘伯权,赖 明,白绍良.地震作用下剪切型结构的可靠性分析[J].地震工程与工程振动,1996,16(1):39-48.
LIU Bo-quan,LAI Ming,BAI Shao-liang.Reliability Analysis of Shear Type Structures Subjected to Earthquake[J].Earthquake Engineering and En-gineering Vibration,1996,16(1):39-48.
[13]KIM H S,KIM J,AN D W.Development of Integrated System for Progressive Collapse Analysis of Building Structures Considering Dynamic Effects[J].Advances in Engineering Software,2009,40(1):1-8.
[14]ELLINGWOOD B R.Mitigating Risk from Abnormal Loads and Progressive Collapse[J].Journal of Performance of Constructed Facilities,2006,20(4):315-323.
[15]BAKER J F.Plasticity as a Factor in the Design of War-time Structures[R].London:Institution of Civil Engineers,1948:30-53.
[16]BAKER J F,LEAD W E,LAX P.The Design of Framed Buildings Against High-explosive Bombs[R].London:Institution of Civil Engineers,1948:80-113.
[17]PEARSON C,DELATTE N.Ronan Point Apartment Tower Collapse and Its Effect on Building Codes[J].Journal of Performance of Constructed Facilities,2005,19(2):172-177.
[18]KAEWKULCHAI G,WILLIAMSON E B.Beam Elem-ent Formulation and Solution Procedure for Dynamic Progressive Collapse Analysis[J].Computers & Structures,2004,82(7/8):639-651.
[19]SOZEN M A,SRMLAKAR P F,CORLEY W G.The Oklahoma City Bombing:Structure and Mechanisms of the Murrah Building[J].Journal of Performance of Constructed Facilities,1998,12(3):120-136.
[20]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.
LU Xin-zheng,JIANG Jian-jing.Dynamic Finite Elem-ent Simulation for the Collapse of World Trade Center[J].China Civil Engineering Journal,2001,34(6):8-10.
[21]TAYLOR D.Progressive Collapse[J].Canadian Journal of Civil Engineering,1975,2(4):517-529.
[22]BREEN J E,SIESS C P.Progressive Collapse-Symposium Summary[J].ACI Structural Journal,1979,76(9):997-1004.
[23]ELLINGWOOD B R,LEYENDECKER E V.Ap-proaches for Design Against Progressive Collapse[J].Journal of the Structural Division,1978,104(3):413-423.
[24]GROSS J L,MCGUIRE W.Progressive Collapse Resistant Design[J].Journal of the Structural Engineering,1983,109(1):1-15.
[25]WOOD S L,STARK R,GREER S A.Collapse of Eight-story RC Building During 1985 Chile Earthquake[J].Journal of the Structural Engineering,1991,117(2):600-619.
[26]刘伯权,赖 明,杨 红.多层建筑考虑低周疲劳特性的地震倒塌反应分析[J].地震工程与工程振动,1994,14(2):86-93.
LIU Bo-quan,LAI Ming,YANG Hong.Analysis of Collapse Earthquake Responses of Multi-story Buildings Taking Account of Structural Low-cycle Fatigue Character[J].Earthquake Engineering and Engineering Vibration,1994,14(2):86-93.
[27]CORLEY W G,MLAKAR P F,SOZEN M A,et al.The Oklahoma City Bombing:Summary and Recommendations for Multihazard Mitigation[J].Journal of Performance of Constructed Facilities,1998,12(3):100-112.
[28]魏 琏,戴国莹.唐山地震作用下一座三层钢筋混凝土框架结构倒塌的分析[J].地震工程与工程振动,1981,1(1):25-33.
WEI Lian,DAI Guo-ying.A Study on the Collapse of a Three-storey Reinforced Concrete Framed Structure in a Factory During the Tangshan Earthquakes[J].Earthquake Engineering and Engineering Vibration,1981,1(1):25-33.
[29]王志浩,苗启松,陈肇元.冲击波作用下剪力墙房屋的倒塌试验研究[J].建筑结构学报,1993,14(1):26-34.
WANG Zhi-hao,MIAO Qi-song,CHEN Zhao-yuan.Experimental Study on Collapse Process of Shear Wall Building Under Blast Loading[J].Journal of Building Structures,1993,14(1):26-34.
[30]VIAN D,BRUNEAU M.Tests to Structural Collapse of Single Degree of Freedom Frames Subjected to Earthquake Excitations[J].Journal of the Structural Engineering,2003,129(12):1676-1685.
[31]ELWOOD K J.Shake Table Tests and Analytical Studies on the Gravity Load Collapse of Reinforced Concrete Frames[D].Berkeley:University of California,2002.
[32]ELWOOD K J,MOEHLE J P.Drift Capacity of Re-inforced Concrete Columns with Light Transverse Reinforcement[J].Earthquake Spectra,2005,21(1):71-89.
[33]NAKASHIMA M,MATSUMIYA T,SUITA K,et al.Test on Full-scale Three-storey Steel Moment Frame and Assessment of Ability of Numerical Simulation to Trace Cyclic Inelastic Behaviour[J].Earthquake Engineering & Structural Dynamics,2005,35(1):3-19.
[34]KASAI K,OOKI Y,MOTOYUI S,et al.E-defense Tests on Full-scale Steel Buildings:Part 1 — Experiments Using Dampers and Isolators[C]//ASCE.Structural Engineering Research Frontiers 2007.Long Beach:ASCE,2007:1-12.
[35]SUITA K,YAMADA S,TADA M,et al.Results of Recent E-defense Tests on Full-scale Steel Buildings:Part 1 — Collapse Experiments on 4-story Moment Frames[C/CD]//ANDERSON D,VENTURA C,HARVEY D,et al.Structural Congress 2008:Crossing Borders.Vancouver:ASCE,2008:1-10.
[36]YAVARI S,ELWOOD K J,LIN S H,et al.Experimental Study on Dynamic Behavior of Multi-story Reinforced Concrete Frames with Non-seismic Detailing[C]//ASCE.Proceedings of the 2009 ATC & SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures.San Francisco:ASCE,2009:489-499.
[37]YI W J,HE Q F,XIAO Y,et al.Experimental Study on Progressive Collapse-resistant Behavior of Re-inforced Concrete Frame Structures[J].ACI Structural Journal,2008,105(4):433-439.
[38]SASANI M,BAZAN M,SAGIROGLU S.Experimental and Analytical Progressive Collapse Evaluation of Actual Reinforced Concrete Structure[J].ACI Structural Journal,2007,104(6):731-739.
[39]AKINCI N O.An Investigation on Seismic Resistance of Reinforced Concrete Industrial Chimneys[C]//ASCE.Proceedings of the 2009 ATC & SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures.San Francisco:ASCE,2009:964-971.
[40]SASANI M,SAGIROGLU S.Progressive Collapse Resistance of Hotel San Diego[J].Journal of Structural Engineering,2008,134(3):478-488.
[41]BANGASH T,MUNJIZA A.A Computationally Efficient Beam Element for FEM/DEM Simulations of Structural Failure and Collapse[C]//ASCE.Proceedings of the Third International Conference on Discrete Element Methods.New Mexico:ASCE,2002:133-137.
[42]金伟良,方 韬.钢筋混凝土框架结构破坏性能的离散单元法模拟[J].工程力学,2005,22(4):67-73.
JIN Wei-liang,FANG Tao.Numerical Simulation of Failure Behavior of Reinforced Concrete Frame Structures by Discrete Element Method[J].Engineering Mechanics,2005,22(4):67-73.
[43]SCOTT M H,FENVES G L.Krylov Subspace Accelerated Newton Algorithm Application to Dynamic Progressive Collapse Simulation of Frames[J].Journal of Structural Engineering,2010,136(5):473-480.
[44]吕大刚,于晓辉,王光远.基于单地震动记录IDA方法的结构倒塌分析[J].地震工程与工程振动,2009,29(6):33-39.
LU Da-gang,YU Xiao-hui,WANG Guang-yuan.Structural Collapse Analysis Based on Single-record IDA Method[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(6):33-39.
[45]SU Y P,QI J R,LIU Y.Finite Element Simulation on Progressive Collapse Resistance of Reinforced-concrete Frame[C]//ASCE.Proceeding of the Eleventh Biennial ASCE Aerospace Division International Conference on Engineering,Science,Construction,and Operation in Challenging Environments.Long Beach:ASCE,2008:1-7.
[46]PUJOL S,SMITH-PARDO J P.A New Perspective on the Effects of Abrupt Column Removal[J].Engin-eering Structures,2009,31(4):869-874.
[47]MOHAMED O A.Assessment of Progressive Collapse Potential in Corner Floor Panels of Reinforced Concrete Buildings[J].Engineering Structures,2009,31(3):749-757.
[48]TSAI M H,LIN B H.Investigation of Progressive Collapse Resistance and Inelastic Response for an Earthquake-resistant RC Building Subjected to Column Failure[J].Engineering Structures,2008,30(12):3619-3628.
[49]KWASNIEWSKI L.Nonlinear Dynamic Simulations of Progressive Collapse for a Multistory Building[J].Engineering Structures,2010,32(5):1223-1235.
[50]LEE C H,KIM S,HAN K H,et al.Simplified Nonlinear Progressive Collapse Analysis of Welded Steel Moment Frames[J].Journal of Constructional Steel Research,2009,65(5):1130-1137.
[51]唐曹明,徐培福,徐自国,等.钢筋混凝土框架结构楼层刚度比限制方法研究[J].土木工程学报,2009,42(12):128-134.
TANG Cao-ming,XU Pei-fu,XU Zi-guo,et al.A Study of the Method for Limiting the Story Stiffness Ratio of RC Frame Structures[J].China Civil En-gineering Journal,2009,42(12):128-134.
[52]师燕超,李忠献,郝 洪.爆炸荷载作用下钢筋混凝土框架结构的连续倒塌分析[J].解放军理工大学学报:自然科学版,2007,8(6):652-658.
SHI Yan-chao,LI Zhong-xian,HAO Hong.Numerical Analysis of Progressive Collapse of Reinforced Concrete Frame Under Blast Loading[J].Journal of PLA University of Science and Technology:Natural Science Edition,2007,8(6):652-658.
[53]陆新征,李 易,叶列平,等.钢筋混凝土框架结构抗连续倒塌设计方法的研究[J].工程力学,2008,25(增2):150-157.
LU Xin-zheng,LI Yi,YE Lie-ping,et al.Study on Design Method to Resist Progressive Collapse for Re-inforced Concrete Frames[J].Engineering Mechanics,2008,25(S2):150-157.
[54]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分析[J].地震工程与工程振动,2003,23(6):24-30.
XUAN Gang,GU Xiang-lin,LU Xi-lin.Numerical Analysis of Collapse Process for RC Frame Structures Subjected to Strong Earthquakes[J].Earthquake Engineering and Engineering Vibration,2003,23(6):24-30.
[55]IRTEM E,TURKER K,HASGUL U.Causes of Collapse and Damage to Low-rise RC Buildings in Recent Turkish Earthquakes[J].Journal of Performance of Constructed Facilities,2007,21(5):351-360.
[56]苏幼坡,张玉敏,王绍杰,等.从汶川地震看提高建筑结构抗倒塌能力的必要性和可行性[J].土木工程学报,2009,42(5):25-32.
SU You-po,ZHANG Yu-min,WANG Shao-jie,et al.The Necessity and Feasibility of Enhancing Seismic Design of Structures Based on the Wenchuan Earthquake[J].China Civil Engineering Journal,2009,42(5):25-32.
[57]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].建筑结构学报,2009,30(5):119-125.
ZHANG Fu-wen,LU Xi-lin.Numerical Simulation and Analysis of Different Collapse Patterns for RC Frame Structure[J].Journal of Building Structures,2009,30(5):119-125.
[58]林旭川,潘 鹏,叶列平,等.汶川地震中典型RC框架结构的震害仿真与分析[J].土木工程学报,2009,42(5):13-20.
LIN Xu-chuan,PAN Peng,YE Lie-ping,et al.Analysis of the Damage Mechanism of a Typical RC Frame in Wenchuan Earthquake[J].China Civil Engineering Journal,2009,42(5):13-20.
[59]叶列平,陆新征,赵世春,等.框架结构抗地震倒塌能力的研究——汶川地震极震区几个框架结构震害案例分析[J].建筑结构学报,2009,30(6):67-76.
YE Lie-ping,LU Xin-zheng,ZHAO Shi-chun,et al.Seismic Collapse Resistance of RC Frame Structures-Case Studies on Seismic Damages of Several RC Frame Structures Under Extreme Ground Motion in Wenchuan Earthquake[J].Journal of Building Structures,2009,30(6):67-76.
[60]OTANI S.RC Building Damage Statistics and SDF Response with Design Seismic Forces[J].Earthquake Spectra,1999,15(3):485-501.
[61]刘伯权,白绍良,刘 鸣.抗震结构的等效延性破坏准则及其子结构试验验证[J].地震工程与工程振动,1997,17(3):77-83.
LIU Bo-quan,BAI Shao-liang,LIU Ming.Equivalent Ductility Damage Criteria of Earthquake-resistant Structures and Their Verification by Substructure Method[J].Earthquake Engineering and Engineering Vibration,1997,17(3):77-83.
[62]甘 泉,黄良璧.钢筋混凝土抗震框架倒塌分析[J].西安建筑科技大学学报:自然科学版,1998,30(1):1-4.
GAN Quan,HUANG Liang-bi.Collapse Analysis of Aseismic R.C Frame Structures[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,1998,30(1):1-4.
[63]BAO Y H,KUNNATH S K,EL-TAWIL S,et al.Macromodel-based Simulation of Progressive Collapse:RC Frame Structures[J].Journal of the Structural Engineering,2008,134(7):1079-1091.
[64]LASKAR A,GU H C,MO Y L,et al.Progressive Collapse of a 2-story Reinforced Concrete Frame[C]//ASCE.Proceeding of the Eleventh Biennial ASCE Aerospace Division International Conference on Engineering,Science,Construction,and Operation in Challenging Environments.Long Beach:ASCE,2008:11-19.
[65]HARTMANN D,BREIDT M,NGUYEN V,et al.Structural Collapse Simulation Under Consideration of Uncertainty-Fundamental Concept and Results[J].Computers & Structures,2008,86(21/22):2064-2078.
[66]GUNAY S,KOROLYK M,MAR D,et al.Infill Walls as a Spine to Enhance the Seismic Performance of Non-ductile Reinforced Concrete Frames[C]//ASCE.Proceedings of the 2009 ATC & SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures.San Francisco:ASCE,2009:1093-1104.
[67]SASANI M.Response of a Reinforced Concrete Infilled-frame Structure to Removal of Two Adjacent Columns[J].Engineering Structures,2008,30(9):2478-2491.
[68]MUNSHI J.State-of-the-art vs.State-of-the Practice in Blast and Progressive Collapse Design of Re-inforced Concrete Structures[C]//ASCE.Proceedings of Structures Congress 2004.Nashville:ASCE,2004:1-10.
[69]沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000.
SHEN Ju-min,ZHOU Xi-yuan,GAO Xiao-wang,et al.Aseismic Engineering[M].Beijing:China Architecture & Building Press,2000.
[70]刘伯权.抗震结构的破坏准则及可靠性分析[M].北京:中国建材工业出版社,1995.
LIU Bo-quan.Damage Criteria and Reliability Analysis of Earthquake Resistant Structures[M].Beijing:China Building Material Industrial Publishing House,1995.
[71]刘伯权,白绍良,赖 明.抗震结构的破坏准则评述及探讨[J].重庆建筑工程学院学报,1993,15(4):1-8,21.
LIU Bo-quan,BAI Shao-liang,LAI Ming.A Review and Analysis of Failure Criteria for Aseismic Structures[J].Journal of Chongqing Institute of Architecture and Engineering,1993,15(4):1-8,21.
[72]瞿伟廉,李桂青.建筑结构地震破坏机制的探讨[J].工程抗震,1990(3):27-30.
QU Wei-lian,LI Gui-qing.Discussion on Failure Criteria for Building Structures[J].Earthquake Resistant Engineering,1990(3):27-30.
[73]NEWMARK N M.An Engineering Approach to Blast Resistant Design[R].New York:American Society of Civil Engineers Transactions,1956:45-65.
[74]KASIRAJ I,YAO J T P.Fatigue Damage in Seismic Structures[J].Journal of the Structural Engineering,1969,95(8):1673-1692.
[75]TANG J P,YAO J T P.Expected Fatigue Damage of Seismic Structures[J].Journal of the Structural En-gineering,1972,98(3):695-708.
[76]BANON H,IRVINE H M,BIGGS J M.Seismic Damage in Reinforced Concrete Frames[J].Journal of the Structural Engineering,1981,107(9):1713-1729.
[77]PARK Y J,ANG H S,WEN Y K.Damage-limiting Aseismic Design of Buildings[J].Earthquake Spectra,1987,3(1):1-26.
[78]陈永祁,龚思礼.结构在地震动时延性和累积塑性耗能的双重破坏准则[J].建筑结构学报,1986,7(1):35-48.
CHEN Yong-qi,GONG Si-li.Double Control Damage Index of Structural Ductility and Dissipated Energy During Earthquake[J].Journal of Building Structures,1986,7(1):35-48.
[79]刘伯权,徐云中,白绍良.钢筋混凝土柱在等幅对称位移循环加载下的低周疲劳性能[J].重庆建筑大学学报,1996,18(2):34-42.
LIU Bo-quan,XU Yun-zhong,BAI Shao-liang.Low-cyclic Fatigue Behavior of Reinforced Concrete Column Subjected to Symmetric Displacement Cycling[J].Journal of Chongqing Jianzhu University,1996,18(2):34-42.
[80]MCCABE S L,HALL W J.Assessment of Seismic Structural Damage[J].Journal of the Structural En-gineering,1989,115(9):2166-2183.
[81]FAJFAR P.A Nonlinear Analysis Method for Performance Based Seismic Design[J].Earthquake Spectra,2000,16(3):573-592.
[82]SADEGHIK,LAMIRAULT J,SIEFFERT J G.Damage Indicator Improvement Applied on R/C Structures Subjected to Cyclic Loading[C]//MOAN T.Proceedings of the Second European Conference on Structural Dynamics.Rotterdam:Balkema A A,1993:129-136.
[83]RAO P S,SARMA B S,LAKSHMANAN N,et al.Damage Model for Reinforced Concrete Elements Under Cyclic Loading[J].ACI Materials Journal,1998,95(6):682-690.
[84]欧进萍,牛荻涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].地震工程与工程振动,1990,10(4):27-37.
OU Jin-ping,NIU Di-tao,WANG Guang-yuan.Fuzzy Dynamical Reliability Analysis and Design of Multi-story Nonlinear Aseismic Steel Structures[J].Earthquake Engineering and Engineering Vibration,1990,10(4):27-37.
[85]欧进萍,吴 波.有损伤压弯构件的恢复力试验研究及其应用[J].建筑结构学报,1995,16(6):21-29.
OU Jin-ping,WU Bo.Experimental Research on Restoring Force of Damaged Compresson-flexure Members and Its Applications[J].Journal of Building Structures,1995,16(6):21-29.
[86]牛荻涛,任利杰.改进的钢筋混凝土结构双参数地震破坏模型[J].地震工程与工程振动,1996,16(4):44-54.
NIU Di-tao,REN Li-jie.A Modified Seismic Damage Model with Double Variables for Reinforced Concrete Structures[J].Earthquake Engineering and Engineering Vibration,1996,16(4):44-54.
[87]王东升,冯启民,王国新.考虑低周疲劳寿命的改进Park-Ang地震损伤模型[J].土木工程学报,2004,37(11):41-49.
WANG Dong-sheng,FENG Qi-min,WANG Guo-xin.A Modified Park-Ang Seismic Damage Model Considering Low-cycle Fatigue Life[J].China Civil En-gineering Journal,2004,37(11):41-49.
[88]KAEWKULCHAI G,WILLIAMSON E B.Beam Elem-ent Formulation and Solution Procedure for Dynamic Progressive Collapse Analysis[J].Computers & Structures,2004,82(7/8):639-651.
[89]SARMA B S,SREENATH H G,BHAGAVAN N G,et al.Experimental Studies on In-plane Ductility of Confined Masonry Panels[J].ACI Structural Journal,2003,100(3):330-336.
[90]YAN Z H,AU F T K.Nonlinear Dynamic Analysis of Frames with Plastic Hinges at Arbitrary Locations[J].The Structural Design of Tall and Special Buildings,2009,18(3):313-325.
[91]EL-BAHY A,KUNNATH S K,STONE W C,et al.Cumulative Seismic Damage of Circular Bridge Columns:Benchmark and Low-cycle Fatigue Tests[J].ACI Structural Journal,1999,96(4):633-641.
[92]EL-BAHY A,KUNNATH S K,STONE W C,et al.Cumulative Seismic Damage of Circular Bridge Columns:Variable Amplitude Tests[J].ACI Structural Journal,1999,96(5):711-719.
[93]ZHANG G W,XIAO Y,KUNNATH S.Low-cycle Fatigue Damage of Circular Concrete-filled-tube Columns[J].ACI Structural Journal,2009,106(2):151-159.
[94]COLOMBO A,NEGRO P.A Damage Index of Generalised Applicability[J].Engineering Structures,2005,27(8):1164-1174.
[95]MOHAMMED T,MOSALAM K M.Towards Modeling Progressive Collapse in Reinforced Concrete Buildings[C]//ASCE.Proceedings of Sessions of the 2007 Structures Congress.Long Beach:ASCE,2007:1-6.