强震下混凝土结构渐进倒塌性能分析与设计新进展
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摘要
对重大工程结构进行强地震作用下的渐进倒塌全过程分析并建立相应的设计方法已成为当前地震工程领域的发展趋势.现行抗震设计规范中针对结构临界倒塌状态的界定、抗倒塌性能与倒塌机制的评估方法等方面已不能适应发展迅速的结构性能优化设计理论和日趋复杂的建筑使用环境的要求.围绕结构渐进倒塌过程分析、相关设计规范或指南、结构抗渐进倒塌性能及其设计以及结构渐进倒塌地震损伤性能评估4个方面的最新研究进展进行了回顾,并指出了其中存在的一些问题.
There has been a tendency in the field of earthquake engineering to make an overall progressive collapse analysis of and establish a corresponding design method for major projects’ concrete structures subjected to strong ground excitations.Design provisions in current code for seismic design of buildings on the definition of structural critical collapse state and on the evaluation methods for collapse resistance and collapse mechanism,etc,could not meet the requirements of the rapidly developing methodology in performance-based structural design and the increasingly complicated building environments.Some newest advances in the four respects are critically reviewed,i.e.,1) progressive collapse analysis methods; 2) design codes or guidelines; 3) structural resistance to progressive collapse and its design; and 4) evaluation of structural damage in progressive collapse process.Some problems are also pointed out.
There has been a tendency in the field of earthquake engineering to make an overall progressive collapse analysis of and establish a corresponding design method for major projects’ concrete structures subjected to strong ground excitations.Design provisions in current code for seismic design of buildings on the definition of structural critical collapse state and on the evaluation methods for collapse resistance and collapse mechanism,etc,could not meet the requirements of the rapidly developing methodology in performance-based structural design and the increasingly complicated building environments.Some newest advances in the four respects are critically reviewed,i.e.,1) progressive collapse analysis methods; 2) design codes or guidelines; 3) structural resistance to progressive collapse and its design; and 4) evaluation of structural damage in progressive collapse process.Some problems are also pointed out.
引文
[1]American Society of Civil Engineers.Minimum design loads for buildings and other structures(ASCE/SEI7-05)[S].Reston:Virginia,2006
[2]Powell G.Progressive collapse:Case studies using nonlinear analy-sis[C]//Proceedings of the2005structural congress and the2005forensic engineering symposium.New York,2005
[3]SEAOC Vision2000Committee.Performance-based seismic engi-neering of buildings[R].Report Prepared by Structural Engineers Association of California,Sacramento,California USA,1995
[4]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):54-59JIAO Shuangjian,FENG Qimin,FUChangwen.Simulation method for earthquake damage to RC frames[J].Earthquake Engineering and Engineering Vibration,2002,22(2):54-59
[5]冯世平,沈聚敏.钢筋混凝土框架结构的地震倒塌反应[J].地震工程与工程振动,1989,9(1):67-78FENG Shiping,SHEN Jumin.Seismic collapse responses of rein-forced concrete frame structures[J].Earthquake Engineering and Engineering Vibration,1989,9(1):67-78
[6]Smith J L,Swatzell S R,Hall B.Prevention of progressive collapse-DOD guidance&application[C]//Proceedings of SAME Nation-al Symposium on Comprehensive Force Protection.SAME Readi-ness Committee,Charleston,South Carolina,USA,2001
[7]秦东,范立础.钢筋混凝土结构倒塌全过程数值模拟[J].同济大学学报,2001,29(1):80-83QIN Dong,FAN Lichu.Numerical simulation on collapse process of reinforced concrete structures[J].Journal of Tongji University,2001,29(1):80-83
[8]宣纲.地震作用下钢筋混凝土结构的倒塌分析[D].上海:同济大学土木工程学院,2002XUAN Gang.Collapse Analysis of reinforced concrete frame struc-tures under earthquake[D].Shanghai:Tongji University,2002
[9]周健,屈俊童,贾敏才.混凝土框架倒塌全过程的颗粒流数值模拟[J].地震研究,2005,28(3):288-293ZHOUJian,QUJuntong,JIAMincai.Numerical simulation of con-crete frame collapsing process with PFC2D program[J].Journal of Seismological Research,2005,28(3):288-293
[10]黄庆华.地震作用下钢筋混凝土框架结构空间倒塌反应分析[D].上海:同济大学土木工程学院,2006HUANG Qinghua.Collapse response analysis of3D reinforced concrete frame structures under earthquake[D].Shanghai:Tongji University,2006
[11]张雷明,刘西拉.钢筋混凝土结构倒塌分析的前言研究[J].地震工程与工程振动,2003,23(3):47-52ZHANG Leiming,LIU Xila.Forward research of collapse analysis of reinforced concrete structures[J].Earthquake Engineering and Engineering Vibration,2003,23(3):47-52
[12]Isobe D,Tsuda M.Seismic collapse analysis of reinforced concrete framed structures using the finite element method[J].Earthquake Engineering and Structural Dynamics,2003,32:2027-2046
[13]Kaewkulchai G.Dynamic progressive collapse of frame structures[D].Ph D dissertation,The University of Texas at Austin,Texas,USA,2003
[14]LIU Y X.Progressive-failure analysis of steel building structures under abnormal loads[D].Ph D Dissertation,University of Water-loo,ON,Canada,2007
[15]LU X Z,LIN X C,MA Y H,et al.Numerical simulation for the progressive collapse of concrete building due to earthquake[C]//Proceedings of the14thWorld Conference on Earthquake Engi-neering.Beijing,China,2008
[16]Bao Y H,Kunnath S K,El Tawil S,et al.Macromodel-based simu-lation of progressive collapse:RC frame structures[J].Journal of Structural Engineering,2008,34(7):1079-1091
[17]Kim H S,Kim J,An D W.Development of integrated system for progressive collapse analysis of building structures considering dy-namic effects[J].Advances in Engineering Software,2009,40:1-8
[18]Colombo A,Negro P.A damage index of generalized applicability[J].Engineering Structures,2005,27:1164-1174
[19]Applied Technology Council(ATC).Quantification of building seismic performance factors-ATC-63and FEMA P695project re-port-90%Draft[R].Applied Technology Council,Redwood,Cali-fornia,USA,2008
[20]British Standard2000.Structural use of concrete:Part1:Code of practice for design and construction(BS8110-1:2000)[S].British Standards Institution,London,UK,2000
[21]European Standard.EuroCode1-actions on structures:Part1-7:General actions-accidental actions[R].Final Project Team Draft of prEn1991-1-7.Brussels:Belgium,2006
[22]National Research Council.ISC security design criteria for new federal office buildings and major modernization projects:Areview and commentary[R].Prepared by the Committee to Review the Security Design Criteria of the Interagency Security Committee.The National Academies Press,Washington D.C.,2001
[23]The US.General Services Administration(GSA).Progressive col-lapse analysis and design guidelines for new federal office build-ings and major modernization projects[R].Washington D C,2003
[24]The U S.Department of Defense(DOD).Design of buildings to resist progressive collapse[R].Report No UFC4-023-03,Unified Facilities Criteria(UFC),Washington D.C.,2005
[25]The US.National institute of standards and technology(NIST).Best practices for reducing the potential for progressive collapse in buildings[R].Technology Administration,U.S.Department of Commerce,Washington,D C,2007
[26]Japanese Society of Steel Construction&Council on Tall Buildings and Urban Habitat.Guidelines for collapse control design[S].To-kyo,Japan,2005
[27]GB50068—2001建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社,2001GB50068—2001Unified standard for reliability design of buildingstructures[S].Beijing:China Architecture&Building Press,2001
[28]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2008GB50011—2001Code for seismic design of buildings(2008edi-tion)[S].Beijing:China Architecture&Building Press,2008
[29]JGJ3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002JGJ3—2002Technical specification for concrete structures of tall building[S].Beijing:China Architecture&Building Press,2002
[30]Yi W J,He Q F,Xiao Y,et al.Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures[J].ACI Structural Journal,2008,105(4):433-439
[31]Sasani M,Bazan M,Sagiroglu S.Experimental and analytical pro-gressive collapse evaluation of actual reinforced concrete frame structure[J].ACI Structural Journal,2007,104(6):731-739
[32]Haselton C B,Liel A B,Deierlein G G.Example Evaluation of the ATC-63Methodology for Reinforced Concrete Special Moment Frame Buildings[C]//Proceedings of the2008Structures Con-gress.Vancouver,BC,Canada,2008
[33]胡晓斌,钱稼茹.多层平面钢框架连续倒塌仿真分析[J].力学与实践,2008,30(4):54-57HU Xiaobin,QIAN Jiaru.Simulation analysis of progressive col-lapse of multi-story plane steel frames[J].Dynamics and Prac-tice,2008,30(4):54-57
[34]Leyendechker E V,Ellingwood B R.Design methods for reducing the risk of progressive collapse in buildings[R].National Bureau of Standards,Washington D.C.,1977
[35]Ellingwood B R.Load and resistance factor criteria for progressive collapse design[C]//National Workshop on Prevention of Pro-gressive Collapse,National Institute of Building Sciences,Rose-mont,Illinois,2002
[36]Starossek U.Progressive collapse of bridges[C]//Proceedings of Symposium on Sea-Crossing Long-Span Bridges.Mokpo,Korea,2006
[37]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(增刊2):150-157LUXinzheng,LI Yi,YE Lieping,MA Yifei,LIANG Yi.Study on design method to resist progressive collapse for reinforced concrete frames[J].Engineering Mechanics,2008,25(Sup II):150-157
[38]Crawford J E.Retrofit Methods to mitigate progressive collapse[C]//National Workshop on Prevention of Progressive Collapse.National Institute of Building Sciences,Rosemont,Illinois,July10-12,2002
[39]Hayes J R,Woodson S C,Pekelnicky R,et al.Can strengthening for earthquake improve blast and progressive collapse resistance[J].Journal of Structural Engineering,2005,131(8):1157-1177
[40]Buchan P A,Chen J F.Blast resistance of FRP composites and polymer strengthened concrete and masonry structures A state-of-the-art review[J].Composites Part B:Engineering,2007,38:509-522
[41]Corley W G.Applicability of Seismic design in mitigating progres-sive collapse[C]//National Workshop on Prevention of Progres-sive Collapse.National Institute of Building Sciences,Rosemont,Illinois,2002
[42]江晓峰,陈以一.建筑结构连续性倒塌及其控制设计的研究现状[J].土木工程学报,2008,41(6):1-8JIANG Xiaofeng,CHENYiyi.Areviewon the progressive collapse and control design of building structures[J].China Civil Engi-neering Journal,2008,41(6):1-8
[43]Izzuddin B A,Vlassis A G,Elghazouli A Y,et al.Progressive col-lapse of multi-storey buildings due to sudden columns loss-part I:simplified assessment framework[J].Engineering Structures,2008,30:1308-1318
[44]吴志林.钢筋混凝土建筑抗连续倒塌对策的研究[D].石家庄:河北理工大学建筑工程学院,2006WUZhilin.Study on progressive collapse resistance methodology of reinforced concrete buildings[D].Shijiazhuang:Hebei Poly-technic University,2006
[45]古音,范立础.结构抗连锁倒塌问题研究[J].自然灾害学报,2007,16(6):74-80GU Yin,FAN Lichu.Study on progressive collapse analysis of structure[J].Journal of Natural Disasters,2007,16(6):74-80
[46]欧进萍,何政,吴斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30OUJinping,HE Zheng,WU Bin,et al.Seismic damage perform-ance-based design of reinforced concrete structures[J].Earth-quake Engineering and Engineering Vibration,1999,19(1):21-30
[47]Park Y J,Ang A HS.Mechanistic seismic damage model for rein-forced concrete[J].Journal of Structural Engineering,1985,111(4):722-739
[48]Lee J,Fenves G L.A plastic-damage concrete model for earth-quake analysis of dams[J].Earthquake Engineering and Structur-al Dynamics,1998,27:937-956
[49]Légeron F,Paultre P,Mazars J.Damage mechanics modeling of nonlinear seismic behavior of concrete structures[J].Journal of Structural Engineering,2005,131(6):946-955
[50]Park H,Kim J Y.Hybrid plasticity model for reinforced concrete in cyclic shear[J].Engineering Structures,2005,27:35-48
[51]吴建营,李杰.反映阻尼影响的混凝土弹塑性损伤本构模型[J].工程力学,2006,23(11):116-121WUJianying,LI Jie.Elastoplastic damage model for concrete con-sidering damping effects[J].Engineering Mechanics,2006,23(11):116-121
[52]Perdomo ME,Ramírez A A,Flórez-López J.Simulation of damage in RC frames with variable axial forces[J].Earthquake Engineer-ing and Structural Dynamics,1999,28:311-328
[53]Alarcón E,Recuero A,Perera R,et al.Arepairability index for re-inforced concrete members based on fracture mechanics[J].Engi-neering Structures,2001,23:687-697
[54]Marante M E,Flórez-López J.Three-dimensional analysis of rein-forced concrete frames based on lumped damage mechanics[J].International Journal of Solids and Structures,2003,40:5109-5123
[55]Wu J Y,Li J,Faria R.An energy release rate-based plastic-dam-age model for concrete[J].International Journal of Solids and Structures,2006,43:583-612
[56]Heredia-Zavoni E,Zeballos A,Esteva L.Theoretical models and recorded response in the estimation of cumulative seismic damage on non-linear structures[J].Earthquake Engineering and Struc-tural Dynamics,2000,29:1779-1796
[57]Sucuogˇlu H,Erberik A.Energy-based hysteresis and damage mod-els for deteriorating systems[J].Earthquake Engineering and Structural Dynamics,2004,33:69-88
[58]Brun M,Reynouard J M,Jezequel L.A simple shear wall model taking into account stiffness degradation[J].Engineering Struc-tures,2003,25:1-9
[59]Hindi R,Mansour M,Dicleli M.Prediction of damage in R/C shear panels subjected to reversed cyclic loading[J].Journal of Earthquake Engineering,2005,9(1):41-66
[60]Erdurana E,Yakut A.Component damage functions for reinforced concrete frame structures[J].Engineering Structures,2007,29:2242-2253
[61]Hanganu AD,Onate E,Barbat AH.Afinite element methodology for local/global damage evaluation in civil engineering structures[J].Computers and Structures,2002,80:1667-1687
[62]DiPasquale E,Cakmak AS.Identification of the serviceability lim-it state and detection of seismic structural damage[R].Report NCEER-88-0022,National Center for Earthquake Engineering Research,State University of New York at Buffalo,New York,1988
[63]Benedetti D,Limongelli M P.A model to estimate the virgin and ultimate effective stiffness from the response of a damaged struc-ture to a single earthquake[J].Earthquake Engineering and Structural Dynamics,1996,25:1095-1108
[64]K ylüogˇlu HU,Nielsen S R K,Cakmak A S,et al.Prediction of global and localized damage and future reliability for RC struc-tures subjected to earthquakes[J].Earthquake Engineering and Structural Dynamics,1997,26:463-475
[65]Skjerbek P S,Nielsen S R K,Kirkegaard P H,et al.Damage lo-calization and quantification of earthquake excited RC frames[J].Earthquake Engineering and Structural Dynamics,1998,27:903-916
[66]Gupta1V K,Nielsen S R K,Kirkegaard P.A preliminary predic-tion of seismic damage-based degradation in RC structures[J].Earthquake Engineering and Structural Dynamics,2001,30:981-993
[67]Ghobarah A,Abou-elfath H,Biddah A.Response-based damage assessment of structures[J].Earthquake Engineering and Struc-tural Dynamics,1999,28:79-104
[2]Powell G.Progressive collapse:Case studies using nonlinear analy-sis[C]//Proceedings of the2005structural congress and the2005forensic engineering symposium.New York,2005
[3]SEAOC Vision2000Committee.Performance-based seismic engi-neering of buildings[R].Report Prepared by Structural Engineers Association of California,Sacramento,California USA,1995
[4]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):54-59JIAO Shuangjian,FENG Qimin,FUChangwen.Simulation method for earthquake damage to RC frames[J].Earthquake Engineering and Engineering Vibration,2002,22(2):54-59
[5]冯世平,沈聚敏.钢筋混凝土框架结构的地震倒塌反应[J].地震工程与工程振动,1989,9(1):67-78FENG Shiping,SHEN Jumin.Seismic collapse responses of rein-forced concrete frame structures[J].Earthquake Engineering and Engineering Vibration,1989,9(1):67-78
[6]Smith J L,Swatzell S R,Hall B.Prevention of progressive collapse-DOD guidance&application[C]//Proceedings of SAME Nation-al Symposium on Comprehensive Force Protection.SAME Readi-ness Committee,Charleston,South Carolina,USA,2001
[7]秦东,范立础.钢筋混凝土结构倒塌全过程数值模拟[J].同济大学学报,2001,29(1):80-83QIN Dong,FAN Lichu.Numerical simulation on collapse process of reinforced concrete structures[J].Journal of Tongji University,2001,29(1):80-83
[8]宣纲.地震作用下钢筋混凝土结构的倒塌分析[D].上海:同济大学土木工程学院,2002XUAN Gang.Collapse Analysis of reinforced concrete frame struc-tures under earthquake[D].Shanghai:Tongji University,2002
[9]周健,屈俊童,贾敏才.混凝土框架倒塌全过程的颗粒流数值模拟[J].地震研究,2005,28(3):288-293ZHOUJian,QUJuntong,JIAMincai.Numerical simulation of con-crete frame collapsing process with PFC2D program[J].Journal of Seismological Research,2005,28(3):288-293
[10]黄庆华.地震作用下钢筋混凝土框架结构空间倒塌反应分析[D].上海:同济大学土木工程学院,2006HUANG Qinghua.Collapse response analysis of3D reinforced concrete frame structures under earthquake[D].Shanghai:Tongji University,2006
[11]张雷明,刘西拉.钢筋混凝土结构倒塌分析的前言研究[J].地震工程与工程振动,2003,23(3):47-52ZHANG Leiming,LIU Xila.Forward research of collapse analysis of reinforced concrete structures[J].Earthquake Engineering and Engineering Vibration,2003,23(3):47-52
[12]Isobe D,Tsuda M.Seismic collapse analysis of reinforced concrete framed structures using the finite element method[J].Earthquake Engineering and Structural Dynamics,2003,32:2027-2046
[13]Kaewkulchai G.Dynamic progressive collapse of frame structures[D].Ph D dissertation,The University of Texas at Austin,Texas,USA,2003
[14]LIU Y X.Progressive-failure analysis of steel building structures under abnormal loads[D].Ph D Dissertation,University of Water-loo,ON,Canada,2007
[15]LU X Z,LIN X C,MA Y H,et al.Numerical simulation for the progressive collapse of concrete building due to earthquake[C]//Proceedings of the14thWorld Conference on Earthquake Engi-neering.Beijing,China,2008
[16]Bao Y H,Kunnath S K,El Tawil S,et al.Macromodel-based simu-lation of progressive collapse:RC frame structures[J].Journal of Structural Engineering,2008,34(7):1079-1091
[17]Kim H S,Kim J,An D W.Development of integrated system for progressive collapse analysis of building structures considering dy-namic effects[J].Advances in Engineering Software,2009,40:1-8
[18]Colombo A,Negro P.A damage index of generalized applicability[J].Engineering Structures,2005,27:1164-1174
[19]Applied Technology Council(ATC).Quantification of building seismic performance factors-ATC-63and FEMA P695project re-port-90%Draft[R].Applied Technology Council,Redwood,Cali-fornia,USA,2008
[20]British Standard2000.Structural use of concrete:Part1:Code of practice for design and construction(BS8110-1:2000)[S].British Standards Institution,London,UK,2000
[21]European Standard.EuroCode1-actions on structures:Part1-7:General actions-accidental actions[R].Final Project Team Draft of prEn1991-1-7.Brussels:Belgium,2006
[22]National Research Council.ISC security design criteria for new federal office buildings and major modernization projects:Areview and commentary[R].Prepared by the Committee to Review the Security Design Criteria of the Interagency Security Committee.The National Academies Press,Washington D.C.,2001
[23]The US.General Services Administration(GSA).Progressive col-lapse analysis and design guidelines for new federal office build-ings and major modernization projects[R].Washington D C,2003
[24]The U S.Department of Defense(DOD).Design of buildings to resist progressive collapse[R].Report No UFC4-023-03,Unified Facilities Criteria(UFC),Washington D.C.,2005
[25]The US.National institute of standards and technology(NIST).Best practices for reducing the potential for progressive collapse in buildings[R].Technology Administration,U.S.Department of Commerce,Washington,D C,2007
[26]Japanese Society of Steel Construction&Council on Tall Buildings and Urban Habitat.Guidelines for collapse control design[S].To-kyo,Japan,2005
[27]GB50068—2001建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社,2001GB50068—2001Unified standard for reliability design of buildingstructures[S].Beijing:China Architecture&Building Press,2001
[28]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2008GB50011—2001Code for seismic design of buildings(2008edi-tion)[S].Beijing:China Architecture&Building Press,2008
[29]JGJ3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002JGJ3—2002Technical specification for concrete structures of tall building[S].Beijing:China Architecture&Building Press,2002
[30]Yi W J,He Q F,Xiao Y,et al.Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures[J].ACI Structural Journal,2008,105(4):433-439
[31]Sasani M,Bazan M,Sagiroglu S.Experimental and analytical pro-gressive collapse evaluation of actual reinforced concrete frame structure[J].ACI Structural Journal,2007,104(6):731-739
[32]Haselton C B,Liel A B,Deierlein G G.Example Evaluation of the ATC-63Methodology for Reinforced Concrete Special Moment Frame Buildings[C]//Proceedings of the2008Structures Con-gress.Vancouver,BC,Canada,2008
[33]胡晓斌,钱稼茹.多层平面钢框架连续倒塌仿真分析[J].力学与实践,2008,30(4):54-57HU Xiaobin,QIAN Jiaru.Simulation analysis of progressive col-lapse of multi-story plane steel frames[J].Dynamics and Prac-tice,2008,30(4):54-57
[34]Leyendechker E V,Ellingwood B R.Design methods for reducing the risk of progressive collapse in buildings[R].National Bureau of Standards,Washington D.C.,1977
[35]Ellingwood B R.Load and resistance factor criteria for progressive collapse design[C]//National Workshop on Prevention of Pro-gressive Collapse,National Institute of Building Sciences,Rose-mont,Illinois,2002
[36]Starossek U.Progressive collapse of bridges[C]//Proceedings of Symposium on Sea-Crossing Long-Span Bridges.Mokpo,Korea,2006
[37]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(增刊2):150-157LUXinzheng,LI Yi,YE Lieping,MA Yifei,LIANG Yi.Study on design method to resist progressive collapse for reinforced concrete frames[J].Engineering Mechanics,2008,25(Sup II):150-157
[38]Crawford J E.Retrofit Methods to mitigate progressive collapse[C]//National Workshop on Prevention of Progressive Collapse.National Institute of Building Sciences,Rosemont,Illinois,July10-12,2002
[39]Hayes J R,Woodson S C,Pekelnicky R,et al.Can strengthening for earthquake improve blast and progressive collapse resistance[J].Journal of Structural Engineering,2005,131(8):1157-1177
[40]Buchan P A,Chen J F.Blast resistance of FRP composites and polymer strengthened concrete and masonry structures A state-of-the-art review[J].Composites Part B:Engineering,2007,38:509-522
[41]Corley W G.Applicability of Seismic design in mitigating progres-sive collapse[C]//National Workshop on Prevention of Progres-sive Collapse.National Institute of Building Sciences,Rosemont,Illinois,2002
[42]江晓峰,陈以一.建筑结构连续性倒塌及其控制设计的研究现状[J].土木工程学报,2008,41(6):1-8JIANG Xiaofeng,CHENYiyi.Areviewon the progressive collapse and control design of building structures[J].China Civil Engi-neering Journal,2008,41(6):1-8
[43]Izzuddin B A,Vlassis A G,Elghazouli A Y,et al.Progressive col-lapse of multi-storey buildings due to sudden columns loss-part I:simplified assessment framework[J].Engineering Structures,2008,30:1308-1318
[44]吴志林.钢筋混凝土建筑抗连续倒塌对策的研究[D].石家庄:河北理工大学建筑工程学院,2006WUZhilin.Study on progressive collapse resistance methodology of reinforced concrete buildings[D].Shijiazhuang:Hebei Poly-technic University,2006
[45]古音,范立础.结构抗连锁倒塌问题研究[J].自然灾害学报,2007,16(6):74-80GU Yin,FAN Lichu.Study on progressive collapse analysis of structure[J].Journal of Natural Disasters,2007,16(6):74-80
[46]欧进萍,何政,吴斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30OUJinping,HE Zheng,WU Bin,et al.Seismic damage perform-ance-based design of reinforced concrete structures[J].Earth-quake Engineering and Engineering Vibration,1999,19(1):21-30
[47]Park Y J,Ang A HS.Mechanistic seismic damage model for rein-forced concrete[J].Journal of Structural Engineering,1985,111(4):722-739
[48]Lee J,Fenves G L.A plastic-damage concrete model for earth-quake analysis of dams[J].Earthquake Engineering and Structur-al Dynamics,1998,27:937-956
[49]Légeron F,Paultre P,Mazars J.Damage mechanics modeling of nonlinear seismic behavior of concrete structures[J].Journal of Structural Engineering,2005,131(6):946-955
[50]Park H,Kim J Y.Hybrid plasticity model for reinforced concrete in cyclic shear[J].Engineering Structures,2005,27:35-48
[51]吴建营,李杰.反映阻尼影响的混凝土弹塑性损伤本构模型[J].工程力学,2006,23(11):116-121WUJianying,LI Jie.Elastoplastic damage model for concrete con-sidering damping effects[J].Engineering Mechanics,2006,23(11):116-121
[52]Perdomo ME,Ramírez A A,Flórez-López J.Simulation of damage in RC frames with variable axial forces[J].Earthquake Engineer-ing and Structural Dynamics,1999,28:311-328
[53]Alarcón E,Recuero A,Perera R,et al.Arepairability index for re-inforced concrete members based on fracture mechanics[J].Engi-neering Structures,2001,23:687-697
[54]Marante M E,Flórez-López J.Three-dimensional analysis of rein-forced concrete frames based on lumped damage mechanics[J].International Journal of Solids and Structures,2003,40:5109-5123
[55]Wu J Y,Li J,Faria R.An energy release rate-based plastic-dam-age model for concrete[J].International Journal of Solids and Structures,2006,43:583-612
[56]Heredia-Zavoni E,Zeballos A,Esteva L.Theoretical models and recorded response in the estimation of cumulative seismic damage on non-linear structures[J].Earthquake Engineering and Struc-tural Dynamics,2000,29:1779-1796
[57]Sucuogˇlu H,Erberik A.Energy-based hysteresis and damage mod-els for deteriorating systems[J].Earthquake Engineering and Structural Dynamics,2004,33:69-88
[58]Brun M,Reynouard J M,Jezequel L.A simple shear wall model taking into account stiffness degradation[J].Engineering Struc-tures,2003,25:1-9
[59]Hindi R,Mansour M,Dicleli M.Prediction of damage in R/C shear panels subjected to reversed cyclic loading[J].Journal of Earthquake Engineering,2005,9(1):41-66
[60]Erdurana E,Yakut A.Component damage functions for reinforced concrete frame structures[J].Engineering Structures,2007,29:2242-2253
[61]Hanganu AD,Onate E,Barbat AH.Afinite element methodology for local/global damage evaluation in civil engineering structures[J].Computers and Structures,2002,80:1667-1687
[62]DiPasquale E,Cakmak AS.Identification of the serviceability lim-it state and detection of seismic structural damage[R].Report NCEER-88-0022,National Center for Earthquake Engineering Research,State University of New York at Buffalo,New York,1988
[63]Benedetti D,Limongelli M P.A model to estimate the virgin and ultimate effective stiffness from the response of a damaged struc-ture to a single earthquake[J].Earthquake Engineering and Structural Dynamics,1996,25:1095-1108
[64]K ylüogˇlu HU,Nielsen S R K,Cakmak A S,et al.Prediction of global and localized damage and future reliability for RC struc-tures subjected to earthquakes[J].Earthquake Engineering and Structural Dynamics,1997,26:463-475
[65]Skjerbek P S,Nielsen S R K,Kirkegaard P H,et al.Damage lo-calization and quantification of earthquake excited RC frames[J].Earthquake Engineering and Structural Dynamics,1998,27:903-916
[66]Gupta1V K,Nielsen S R K,Kirkegaard P.A preliminary predic-tion of seismic damage-based degradation in RC structures[J].Earthquake Engineering and Structural Dynamics,2001,30:981-993
[67]Ghobarah A,Abou-elfath H,Biddah A.Response-based damage assessment of structures[J].Earthquake Engineering and Struc-tural Dynamics,1999,28:79-104
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