[1] Minimum Design Loads and Associated Criteria for Buildings and Other Structures:ASCE/SEI 7-16[S].Reston:American Society of Civil Engineers,2021.
[2]建筑结构抗倒塌设计规范:T/CECS 392:2021[S].北京:中国计划出版社,2015.
Code for Anti-collapse Design of Building Structures:T/CECS 392:2021[S].Beijing:China Planning Press,2015.
[3]Federal Emergency Management Agency.The Oklahoma City Bombing:Improving Building Performance Through Multihazard Mitigation[R].Washington DC:FEMA,1996.
[4]国务院事故调查组.福建省泉州市欣佳酒店“3·7”坍塌事故调查报告[R].北京:国务院,2020.
State Council Accident Investigation Team.Investigation Report of Xinjia Hotel Collapse in Quanzhou City,Fujian Province on March 7[R].Beijing:The State Council,2020.
[5]哈尔滨市应急管理局.哈尔滨市道里区哈尔滨市玉手食品有限责任公司库房“8·4”较大坍塌事故调查报告[R].哈尔滨:哈尔滨市应急管理局,2021.
Harbin Emergency Management Bureau.Investigation Report of “8·4” Large Warehouse Collapse in Harbin Yu Shou Food Co.Ltd[R].Harbin:Harbin Emergency Management Bureau,2021.
[6]梁诗林.无粘结预应力预制装配式混凝土结构连续倒塌机理及动力效应[D].南宁:广西大学,2020.
LIANG Shi-lin.Mechanism of External Prestressed Tendons to Strengthen Steel Frames Against Progressive Collapse[D].Nanning:Guangxi University,2020.
[7]Ministry of Housing and Local Government.The Building(Fifth Amendment)Regulations 1970[R].London:Ministry of Housing and Local Government,1970.
[8]Eurocode 1:Actions on Structures.Part 1-7:General Actions — Accidental Actions:EN 1991-1-7:2006[S].Brussels:CEN,2006.
[9]Eurocode — Basis of Structural Design:EN 1990:2002[S].Brussels:CEN,2002.
[10]UK Department of Communities and Local Government.The Building Regulations 2010 — Structure:Approved Document A[R].London:UK Department of Communities and Local Government,2010.
[11]US Department of Housing and Urban Development Provisions to Prevent Progressive Collapse[R].Washington DC:US Department of Housing and Urban Development,1971.
[12]Building Code Requirements for Structural Concrete(ACI 318m-02)and Commentary(ACI 318mr-02):ACI 318[S].East Englewood:ACI Committee,2002.
[13]BREEN JOHN E,BUCHMANT C,VARSANO J.Developing Structural Integrity in Bearing Wall Buildings[J].PCI Journal,1980,25(1):42-73.
[14]Minimum Design Loads for Buildings and Other Structures:ASCE 7-05[S].Reston:American Society of Civil Engineers,2005.
[15]Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects:GSA 2003[S].Washington DC:General Services Administration,2003.
[16]Design of Buildings to Resist Progressive Collapse.Unified Facility Criteria:UFC 4-023-03[S].Washington DC:Department of Defense,2010.
[17]National Research Council of Canada.Canadian Commission on Building and Fire Codes[M].Ottawa:National Research Council of Canada,1975.
[18]Structural Design Actions — General Principles:AS/NZS 1170.0:2002[S].Sydney:Standards Australia,2002.
[19]PHAM L.Actions on Structures:Regulations and Standards[J].EJSE Special Issue:Loading on Structures,2007(1):4-8.
[20]National Construction Code(NCC):NCC 2016[S].Sydney:Council of Australian Governments,2016.
[21]建筑结构可靠度设计统一标准:GB 50068—2001[S].北京:中国建筑工业出版社,2001.
Unified Standard for Reliability Design of Building Structures:GB 50068—2001[S].Beijing:China Architecture & Building Press, 2001.
[22]混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2011.
Code for Design of Concrete Structures:GB 50010—2010[S].Beijing:China Architecture & Building Press,2011.
[23]高层建筑混凝土结构技术规程:JGJ 3—2010[S].北京:中国建筑工业出版社,2011.
Technical Specification for Concrete Structures of Tall Building:JGJ 3—2010[S].Beijing:China Architecture & Building Press,2011.
[24]建筑结构荷载规范:GB 50009—2012[S].北京:中国建筑工业出版社,2012.
Load Code for the Design of Building Structures:GB 50009—2012[S].Beijing:China Architecture & Building Press,2012.
[25]建筑结构抗倒塌设计标准:T/CECS 392—2021[S].北京:中国计划出版社,2021.
Criterion for Anti-collapse Design of Building Structures:T/CECS 392—2021[S].Beijing:China Planning Press,2021.
[26]MOORE D B.The UK and European Regulations for Accidental Actions[R].Washington DC:National Institute of Building Sciences,2002.
[27]LIU R,DAVISON B,TYAS A.A Study of Progressive Collapse in Multi-storey Steel Frames[C]//ASCE.Proceedings of Structures Congress 2005.New York:ASCE,2005:1-9.
[28]ABRUZZO J,MATTA A,PANARIELLO G.Study of Mitigation Strategies for Progressive Collapse of a Reinforced Concrete Commercial Building[J].Journal of Performance of Constructed Facilities,2006,20(4):384-390.
[29]LI Y,LU X Z,GUAN H,et al.An Improved Tie Force Method for Progressive Collapse Resistance Design of Reinforced Concrete Frame Structures[J].Engineering Structures,2011,33(10):2931-2942.
[30]陆新征,廖文杰,林楷奇,等.我国工程结构防连续倒塌研究:回顾与展望[J].建筑结构,2019,49(19):102-112,135.
LU Xin-zheng,LIAO Wen-jie,LIN Kai-qi,et al.Research Progress of the Progressive Collapse Prevention of Engineering Structures in China:A Review and Prospect[J].Building Structure,2019,49(19):102-112,135.
[31]Eurocode 3:Design of Steel Structures.Part 1-8:Design of Joints:EN 1993-1-8:2002[S].Brussels:CEN,2005.
[32]易伟建,何庆锋,肖 岩.钢筋混凝土框架结构抗倒塌性能的试验研究[J].建筑结构学报,2007,28(5):104-109,117.
YI Wei-jian,HE Qing-feng,XIAO Yan.Collapse Performance of RC Frame Structure[J].Journal of Building Structures,2007,28(5):104-109,117.
[33]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.
[34]SU Y P,TIAN Y,SONG X S.Progressive Collapse Resistance of Axially-restrained Frame Beams[J].ACI Structural Journal,2009,106(5):600-607.
[35]YU J,TAN K H.Structural Behavior of RC Beam-column Subassemblages Under a Middle Column Removal Scenario[J].Journal of Structural Engineering,2013,139(2):233-250.
[36]王 英,顾祥林,林 峰.考虑压拱效应的钢筋混凝土双跨梁竖向承载力分析[J].建筑结构学报,2013,34(4):32-42.
WANG Ying,GU Xiang-lin,LIN Feng.Vertical Bearing Capacity of RC Two-bay Beams Considering Compressive Arch Action[J].Journal of Building Structures,2013,34(4):32-42.
[37]TSAI M H,CHANG Y T.Collapse-resistant Performance of RC Beam-column Sub-assemblages with Varied Section Depth and Stirrup Spacing[J].The Structural Design of Tall and Special Buildings,2015,24(8):555-570.
[38]SASANI M,KROPELNICKI J.Progressive Collapse Analysis of an RC Structure[J].The Structural Design of Tall and Special Buildings,2008,17(4):757-771.
[39]STINGER S M,ORTON S L.Experimental Evaluation of Disproportionate Collapse Resistance in Reinforced Concrete Frames[J].ACI Structural Journal,2013,110(3):521-530.
[40]QIAN K,LI B.Experimental and Analytical Assessment on RC Interior Beam-column Subassemblages for Progressive Collapse[J].Journal of Performance of Constructed Facilities,2012,26(5):576-589.
[41]YU J,TAN K H.Experimental and Numerical Investigation on Progressive Collapse Resistance of Reinforced Concrete Beam Column Sub-assemblages[J].Engineering Structures,2013,55:90-106.
[42]LONG X,WANG S,HUANG X J,et al.Progressive Collapse Resistance of Exterior Reinforced Concrete Frames and Simplified Method for Catenary Action[J].Engineering Structures,2021,249:113316.
[43]YU J,TAN K H.Special Detailing Techniques to Improve Structural Resistance Against Progressive Collapse[J].Journal of Structural Engineering,2014,140(3):04013077.
[44]LI Z,TAN Y,HUO J S,et al.Behaviour of Fire-exposed Reinforced Concrete Joints with Varying Anchorage Details Subjected to Exterior Column Removal[J].Fire Technology,2020,56(4):1443-1464.
[45]LI Z,LIU Y Z,HUO J S,et al.Experimental and Analytical Assessment of RC Joints with Varying Reinforcement Detailing Under Push-down Loading Before and After Fires[J].Engineering Structures,2019,189:550-564.
[46]LI Z,LIU Y Z,HUO J S,et al.Experimental Assessment of Fire-exposed RC Beam-column Connections with Varying Reinforcement Development Lengths Subjected to Column Removal[J].Fire Safety Journal,2018,99:38-48.
[47]LI Z,HUO J,LIU Y,et al.Experimental Study on Normal and Post-fire RC Connections with Different Detailing Techniques Subjected to Column Removal[C]//PROTECT.Proceedings of the 7th International Colloquium on Performance,Protection and Strengthening of Structures Under Extreme Loading and Events.Vancouver:PROTECT,2019:1-10.
[48]钱 凯,黄志强,翁运昊,等.锈蚀RC框架结构连续倒塌抗力机制研究[J/OL].建筑结构学报:1-11[2022-01-27].DOI:10.14006/j.jzjgxb.2021.0010.
QIAN Kai,HUANG Zhi-qiang,WENG Yun-hao,et al.Study on Load Carrying Mechanism of Corroded RC Frame Structures Against Progressive Collapse[J/OL].Journal of Building Structures:1-11[2022-01-27].DOI:10.14006/j.jzjgxb.2021.0010.
[49]肖宇哲,李 易,陆新征,等.混凝土梁柱子结构连续倒塌动力效应的试验研究[J].工程力学,2019,36(5):44-52.
XIAO Yu-zhe,LI Yi,LU Xin-zheng,et al.Experimental Study on the Dynamic Effects in Progressive Collapse of Beam-column Concrete Substructures[J].Engineering Mechanics,2019,36(5):44-52.
[50]TIAN Y,SU Y P.Dynamic Response of Reinforced Concrete Beams Following Instantaneous Removal of a Bearing Column[J].International Journal of Concrete Structures and Materials,2011,5(1):19-28.
[51]QIAN K,LI B.Dynamic Performance of RC Beam-column Substructures Under the Scenario of the Loss of a Corner Column:Experimental Results[J].Engineering Structures,2012,42:154-167.
[52]ORTON S L,KIRBY J E.Dynamic Response of a RC Frame Under Column Removal[J].Journal of Performance of Constructed Facilities,2014,28(4):04014010.
[53]PHAM A T,TAN K H.Experimental Study on Dynamic Responses of Reinforced Concrete Frames Under Sudden Column Removal Applying Concentrated Loading[J].Engineering Structures,2017,139:31-45.
[54]PHAM A T,TAN K H.Static and Dynamic Responses of Reinforced Concrete Structures Under Sudden Column Removal Scenario Subjected to Distributed Loading[J].Journal of Structural Engineering,2019,145(1):04018235.
[55]QIAN K,LI B.Quantification of Slab Influences on the Dynamic Performance of RC Frames Against Progressive Collapse[J].Journal of Performance of Constructed Facilities,2015,29(1):04014029.
[56]QIAN K,LIANG S L,XIONG X Y,et al.Quasi-static and Dynamic Behavior of Precast Concrete Frames with High Performance Dry Connections Subjected to Loss of a Penultimate Column Scenario[J].Engineering Structures,2020,205:110115.
[57]Design of Buildings to Resist Progressive Collapse:UFC 3-023-03[S].Washington DC:US Department of Defense,2005.
[58]YU J,GUO Y Q.Nonlinear SDOF Model for Dynamic Response of Structures Under Progressive Collapse[J].Journal of Engineering Mechanics,2016,142(3):04015103.
[59]YU J,YIN C,GUO Y Q.Nonlinear SDOF Model for Progressive Collapse Responses of Structures with Consideration of Viscous Damping[J].Journal of Engineering Mechanics,2017,143(9):04017108.
[60]QIAN K,LI B.Research Advances in Design of Structures to Resist Progressive Collapse[J].Journal of Performance of Constructed Facilities,2015,29(5):B4014007.
[61]QIAN K,LI B.Performance of Three-dimensional Reinforced Concrete Beam-column Substructures Under Loss of a Corner Column Scenario[J].Journal of Structural Engineering,2013,139(4):584-594.
[62]RASHIDIAN O,ABBASNIA R,AHMADI R,et al.Progressive Collapse of Exterior Reinforced Concrete Beam-column Sub-assemblages:Considering the Effects of a Transverse Frame[J].International Journal of Concrete Structures and Materials,2016,10(4):479-497.
[63]QIAN K,LI B.Slab Effects on Response of Reinforced Concrete Substructures After Loss of Corner Column[J].ACI Structural Journal,2012,109(6):845-856.
[64]QIAN K,LI B.Dynamic and Residual Behavior of Reinforced Concrete Floors Following Instantaneous Removal of a Column[J].Engineering Structures,2017,148:175-184.
[65]REN P Q,LI Y,LU X Z,et al.Experimental Investigation of Progressive Collapse Resistance of One-way Reinforced Concrete Beam-slab Substructures Under a Middle-column-removal Scenario[J].Engineering Structures,2016,118:28-40.
[66]初明进,周育泷,陆新征,等.钢筋混凝土单向梁板子结构抗连续倒塌试验研究[J].土木工程学报,2016,49(2):31-40.
CHU Ming-jin,ZHOU Yu-long,LU Xin-zheng,et al.An Experimental Study on One-way Reinforced Concrete Beam-slab Substructures for Resisting Progressive Collapse[J].China Civil Engineering Journal,2016,49(2):31-40.
[67]LU X Z,LIN K Q,LI Y,et al.Experimental Investigation of RC Beam-slab Substructures Against Progressive Collapse Subject to an Edge-column-removal Scenario[J].Engineering Structures,2017,149:91-103.
[68]YU J,LUO L Z,FANG Q.Structure Behavior of Reinforced Concrete Beam-slab Assemblies Subjected to Perimeter Middle Column Removal Scenario[J].Engineering Structures,2020,208:110336.
[69]钱 凯,李 治,翁运昊,等.钢筋混凝土梁-板子结构抗连续性倒塌性能研究[J].工程力学,2019,36(6):239-247.
QIAN Kai,LI Zhi,WENG Yun-hao,et al.Behavior of RC Beam-slab Substructures to Resist Progressive Collapse[J].Engineering Mechanics,2019,36(6):239-247.
[70]HOU J,SONG L,LIU H H.Testing and Analysis on Progressive Collapse-resistance Behavior of RC Frame Substructures Under a Side Column Removal Scenario[J].Journal of Performance of Constructed Facilities,2016,30(5):04016022.
[71]杜 轲,滕 楠,燕 登,等.楼板对RC空间框架结构抗连续倒塌性能影响试验研究[J].土木工程学报,2019,52(6):14-23.
DU Ke,TENG Nan,YAN Deng,et al.Experimental Study on the Effect of Floor Slab on the Progressive Collapse Resistance of RC Spatial Frame Structure[J].China Civil Engineering Journal,2019,52(6):14-23.
[72]DU K,BAI J L,TENG N,et al.Experimental Investigation of Asymmetrical Reinforced Concrete Spatial Frame Substructures Against Progressive Collapse Under Different Column Removal Scenarios[J].The Structural Design of Tall and Special Buildings,2020,29(6):e1717.
[73]XIAO Y,KUNNATH S,LI F W,et al.Collapse Test of Three-story Half-scale Reinforced Concrete Frame Building[J].ACI Structural Journal,2015,112(4):429-438.
[74]XIAO Y,ZHAO Y B,LI F W,et al.Collapse Test of a 3-story Half-scale RC Frame Structure[C]//ASCE.Proceedings of Structures Congress 2013.Reston:ASCE,2013:11-19.
[75]王少杰,刘福胜,徐赵东.RC空间框架结构竖向倒塌全过程试验研究与理论分析[J].工程力学,2015,32(5):162-167,177.
WANG Shao-jie,LIU Fu-sheng,XU Zhao-dong.Experimental and Theoretical Analyses on Entire Course of Vertical Progressive Collapse of Spatial RC Frame Structures[J].Engineering Mechanics,2015,32(5):162-167,177.
[76]吴赵强.非抗震设计框架结构抗连续倒塌性能的试验研究[D].南昌:南昌大学,2010.
WU Zhao-qiang.Experimental Study on Progressive Collapse Resistance of Non-seismic Reinforced Concrete Structures[D].Nanchang:Nanchang University,2010.
[77]邹 圆.非抗震设计钢筋混凝土框架结构抗连续倒塌试验研究与理论分析[D].南昌:南昌大学,2011.
ZOU Yuan.Experimental Study on Progressive Collapse Resistance of Non-seismic Reinforced Concrete Structures[D].Nanchang:Nanchang University,2011.
[78]仉庆文.钢筋混凝土异形柱框架结构抗连续倒塌试验研究及理论分析[D].天津:河北工业大学,2015.
ZHANG Qing-wen.Experimental Research and Theoretical Analysis on Progressive Collapse Resistance of RC Special-shaped Columns Frame Structures[D].Tianjin:Hebei University of Technology,2015.
[79]陈庆伟.异形柱框架结构抗倒塌能力试验研究和理论分析[D].天津:天津大学,2016.
CHEN Qing-wei.Experimental Research and Theoretical Analysis on Progressive Collapse Resistance of Frame with Specially Shaped Columns[D].Tianjin:Tianjin University,2016.
[80]戎 贤,张健新,李艳艳.钢筋混凝土异形柱空间框架抗倒塌试验研究[J].工程力学,2016,33(10):189-196.
RONG Xian,ZHANG Jian-xin,LI Yan-yan.Experimental Research on Collapse Resistance of RC Space Frame with Specially Shaped Columns[J].Engineering Mechanics,2016,33(10):189-196.
[81]高佳明,刘伯权,黄 华,等.考虑现浇板作用的钢筋混凝土框架结构抗连续倒塌性能试验[J].长安大学学报(自然科学版),2017,37(6):54-62.
GAO Jia-ming,LIU Bo-quan,HUANG Hua,et al.Experiment on Anti-progressive Collapse Performance of RC Space Frame Considering the Effect of Cast-in-place Slabs[J].Journal of Chang'an University(Natural Science Edition),2017,37(6):54-62.
[82]BERMEJO M,SANTOS A P,GOICOLEA J M.Development of Practical Finite Element Models for Collapse of Reinforced Concrete Structures and Experimental Validation[J].Shock and Vibration,2017,2017:4636381.
[83]SASANI M.Response of a Reinforced Concrete Infilled-frame Structure to Removal of Two Adjacent Columns[J].Engineering Structures,2008,30(9):2478-2491.
[84]SASANI M,SAGIROGLU S.Progressive Collapse Resistance of Hotel San Diego[J].Journal of Structural Engineering,2008,134(3):478-488.
[85]SASANI M,SAGIROGLU S.Gravity Load Redistribution and Progressive Collapse Resistance of 20-story Reinforced Concrete Structure Following Loss of Interior Column[J].ACI Structural Journal,2010,107(6):636-644.
[86]SASANI M,KAZEMI A,SAGIROGLU S,et al.Progressive Collapse Resistance of an Actual 11-story Structure Subjected to Severe Initial Damage[J].Journal of Structural Engineering,2011,137(9):893-902.
[87]ZHOU Y,HU X,PEI Y L,et al.Dynamic Load Test on Progressive Collapse Resistance of Fully Assembled Precast Concrete Frame Structures[J].Engineering Structures,2020,214:110675.
[88]高 超,宗周红,伍 俊.爆炸荷载下钢筋混凝土框架结构倒塌破坏试验研究[J].土木工程学报,2013,46(7):9-20.
GAO Chao,ZONG Zhou-hong,WU Jun.Experimental Study on Progressive Collapse Failure of RC Frame Structures Under Blast Loading[J].China Civil Engineering Journal,2013,46(7):9-20.
[89]GLOVER N.The Oklahoma City Bombing:Improving Building Performance Through Multi-hazard Mitigation(FEMA 277)by Building Performance Analysis Team[J].Journal of Architectural Engineering,1997,3:185.
[90]YAP S L,LI B.Experimental Investigation of Reinforced Concrete Exterior Beam-column Subassemblages for Progressive Collapse[J].ACI Structural Journal,2011,108(5):542-552.
[91]DIAO M Z,LI Y,GUAN H,et al.Influence of Horizontal Restraints on the Behaviour of Vertical Disproportionate Collapse of RC Moment Frames[J].Engineering Failure Analysis,2020,109:104324.
[92]QIAN L P,LI Y,DIAO M Z,et al.Experimental and Computational Assessments of Progressive Collapse Resistance of Reinforced Concrete Planar Frames Subjected to Penultimate Column Removal Scenario[J].Journal of Performance of Constructed Facilities,2020,34(3):04020019.
[93]DAT P X,TAN K H.Experimental Study of Beam-slab Substructures Subjected to a Penultimate-internal Column Loss[J].Engineering Structures,2013,55:2-15.
[94]DAT P X,TAN K H.Experimental Response of Beam-slab Substructures Subject to Penultimate-external Column Removal[J].Journal of Structural Engineering,2015,141(7):04014170.
[95]QIAN K,LI B,ZHANG Z W.Influence of Multicolumn Removal on the Behavior of RC Floors[J].Journal of Structural Engineering,2016,142(5):04016006.
[96]钱 凯,罗 达,贺 盛,等.钢筋混凝土框架结构底部相邻两柱失效的抗连续倒塌性能研究[J].建筑结构学报,2018,39(1):61-68.
QIAN Kai,LUO Da,HE Sheng,et al.Progressive Collapse Performance of Reinforced Concrete Frame Structures Subjected to Ground Two-column Removal Scenario[J].Journal of Building Structures,2018,39(1):61-68.
[97]安 毅,李 易,陆新征,等.干式连接装配式混凝土框架抗连续倒塌静力试验研究[J].建筑结构学报,2020,41(7):102-109.
AN Yi,LI Yi,LU Xin-zheng,et al.Static Progressive Collapse Test on Precast Concrete Frames with Dry Connections[J].Journal of Building Structures,2020,41(7):102-109.
[98]QUIEL S E,NAITO C J,FALLON C T.A Non-emulative Moment Connection for Progressive Collapse Resistance in Precast Concrete Building Frames[J].Engineering Structures,2019,179:174-188.
[99]QIAN K,LIANG S L,FU F,et al.Progressive Collapse Resistance of Precast Concrete Beam-column Sub-assemblages with High-performance Dry Connections[J].Engineering Structures,2019,198:109552.
[100]QIAN K,LIANG S L,FENG D C,et al.Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-tensioned Precast Concrete Beam-column Subassemblages[J].Journal of Structural Engineering,2020,146(9):04020170.
[101]ZHOU Y,CHEN T P,PEI Y L,et al.Static Load Test on Progressive Collapse Resistance of Fully Assembled Precast Concrete Frame Structure[J].Engineering Structures,2019,200:109719.
[102]ALMUSALLAM T,AL-SALLOUM Y,NGO T,et al.Experimental Investigation of Progressive Collapse Potential of Ordinary and Special Moment-resisting Reinforced Concrete Frames[J].Materials and Structures,2017,50(2):137.
[103]QIAN K,LI B.Performance of Precast Concrete Substructures with Dry Connections to Resist Progressive Collapse[J].Journal of Performance of Constructed Facilities,2018,32(2):04018005.
[104]钱 凯,李 治,何 畔,等.螺栓连接预制混凝土梁-板子结构抗连续倒塌机理研究[J].建筑结构学报,2020,41(1):173-180.
QIAN Kai,LI Zhi,HE Pan,et al.Progressive Collapse Mechanism of PC Beam-slab Substructure with Bolted Connections[J].Journal of Building Structures,2020,41(1):173-180.
[105]李 治,翁运昊,邓小芳,等.焊接连接预制混凝土梁-板子结构抗连续倒塌性能研究[J].建筑结构学报,2020,41(10):121-128.
LI Zhi,WENG Yun-hao,DENG Xiao-fang,et al.Behavior of Precast Concrete Beam-slab Substructures with Welded Connections to Resist Progressive Collapse[J].Journal of Building Structures,2020,41(10):121-128.
[106]QIAN K,LI B.Investigation into Resilience of Precast Concrete Floors Against Progressive Collapse[J].ACI Structural Journal,2019,116(2):171-182.
[107]张望喜,王 雄,刘精巾,等.现浇与装配整体式混凝土空间框架子结构的抗连续倒塌性能试验对比研究[J].建筑结构学报,2020,41(7):81-90.
ZHANG Wang-xi,WANG Xiong,LIU Jing-jin,et al.Experimental Comparative Study on Progressive Collapse Behavior of Cast-in-place and Monolithic Precast Concrete Spatial Frame Substructures[J].Journal of Building Structures,2020,41(7):81-90.
[108]KANG S B,TAN K H.Behaviour of Precast Concrete Beam-column Sub-assemblages Subject to Column Removal[J].Engineering Structures,2015,93:85-96.
[109]KANG S B,TAN K H.Robustness Assessment of Exterior Precast Concrete Frames Under Column Removal Scenarios[J].Journal of Structural Engineering,2016,142(12):04016131.
[110]KANG S B,TAN K H.Progressive Collapse Resistance of Precast Concrete Frames with Discontinuous Reinforcement in the Joint[J].Journal of Structural Engineering,2017,143(9):04017090.
[111]KANG S B,TAN K H,YANG E H.Progressive Collapse Resistance of Precast Beam-column Sub-assemblages with Engineered Cementitious Composites[J].Engineering Structures,2015,98:186-200.
[112]李宗泽.后浇整体式PC框架子结构抗连续性倒塌机制试验研究及理论分析[D].南宁:广西大学,2019.
LI Zong-ze.Experimental Study and Analysis on Load Resistance Mechanisms of Precast Concrete Frame Sub-assemblage to Resist Progressive Collapse[D].Nanning:Guangxi University,2019.
[113]NIMSE R B,JOSHI D D,PATEL P V.Behavior of Wet Precast Beam Column Connections Under Progressive Collapse Scenario:An Experimental Study[J].International Journal of Advanced Structural Engineering,2014,6(4):149-159.
[114]袁鑫杰,李 易,陆新征,等.湿式连接装配式混凝土框架抗连续倒塌静力试验研究[J].土木工程学报,2019,52(12):46-56.
YUAN Xin-jie,LI Yi,LU Xin-zheng,et al.Static Progressive Collapse Test on Prefabricated Concrete Frames with Wet Connections[J].China Civil Engineering Journal,2019,52(12):46-56.
[115]FENG F F,HWANG H J,YI W J.Static and Dynamic Loading Tests for Precast Concrete Moment Frames Under Progressive Collapse[J].Engineering Structures,2020,213:110612.
[116]ZHOU Y,YANG J B,WANG Z S,et al.Static Load Test on the Progressive Collapse Resistance of Precast Concrete Frame Substructure During and After High Temperature[J].Journal of Structural Engineering,2021,147(8):04021110.
[117]QIAN K,LIU Y,YANG T,et al.Progressive Collapse Resistance of Posttensioned Concrete Beam-column Subassemblages with Unbonded Posttensioning Strands[J].Journal of Structural Engineering,2018,144(1):04017182.
[118]QIAN K,ZHANG X D,FU F,et al.Progressive Collapse-resisting Mechanisms of Planar Prestressed Concrete Frame[J].ACI Structural Journal,2019,116(4):77-90.
[119]邓小芳,李 治,翁运昊,等.预应力混凝土梁-柱子结构抗连续倒塌性能试验研究[J].建筑结构学报,2019,40(8):71-78.
DENG Xiao-fang,LI Zhi,WENG Yun-hao,et al.Experimental Study on Performance of Prestressed Concrete Beam-column Substructure Against Progressive Collapse[J].Journal of Building Structures,2019,40(8):71-78.
[120]KIM J,CHOI H.Monotonic Loading Tests of RC Beam-column Subassemblage Strengthened to Prevent Progressive Collapse[J].International Journal of Concrete Structures and Materials,2015,9(4):401-413.
[121]兰冬球.无粘结预应力混凝土结构抗连续倒塌机理研究[D].南宁:广西大学,2021.
LAN Dong-qiu.Study on Load Resisting Mechanisms of Unbonded Prestressed Concrete Structures[D].Nanning:Guangxi University,2021.
[122]XUE H Z,GILBERT B P,GUAN H,et al.Load Transfer and Collapse Resistance of RC Flat Plates Under Interior Column Removal Scenario[J].Journal of Structural Engineering,2018,144(7):04018087.
[123]QIAN K,LI B.Resilience of Flat Slab Structures in Different Phases of Progressive Collapse[J].ACI Structural Journal,2016,113(3):537-548.
[124]QIAN K,LI B.Strengthening of Multibay Reinforced Concrete Flat Slabs to Mitigate Progressive Collapse[J].Journal of Structural Engineering,2015,141(6):04014154.
[125]黄文君,李 易,陆新征,等.混凝土板柱子结构抗连续倒塌试验研究[J].建筑结构学报,2018,39(8):55-61.
HUANG Wen-jun,LI Yi,LU Xin-zheng,et al.Experimental Study on a Flat Plate Substructure Against Progressive Collapse[J].Journal of Building Structures,2018,39(8):55-61.
[126]YI W J,ZHANG F Z,KUNNATH S K.Progressive Collapse Performance of RC Flat Plate Frame Structures[J].Journal of Structural Engineering,2014,140(9):04014048.
[127]PRASAD S,HUTCHINSON T C.Evaluation of Older Reinforced Concrete Floor Slabs Under Corner Support Failure[J].ACI Structural Journal,2014,111(4):839-850.
[128]MA F H,GILBERT B P,GUAN H,et al.Experimental Study on the Progressive Collapse Behaviour of RC Flat Plate Substructures Subjected to Edge-column and Edge-interior-column Removal Scenarios[J].Engineering Structures,2020,209:110299.
[129]QIAN K,WENG Y H,LI B.Impact of Two Columns Missing on Dynamic Response of RC Flat Slab Structures[J].Engineering Structures,2018,177:598-615.
[130]PENG Z H,ORTON S L,LIU J R,et al.Experimental Study of Dynamic Progressive Collapse in Flat-plate Buildings Subjected to Exterior Column Removal[J].Journal of Structural Engineering,2017,143(9):04017125.
[131]PENG Z H,ORTON S L,LIU J R,et al.Experimental Study of Dynamic Progressive Collapse in Flat-plate Buildings Subjected to an Interior Column Removal[J].Journal of Structural Engineering,2018,144(8):04018094.
[132]ADAM J M,BUITRAGO M,BERTOLESI E,et al.Dynamic Performance of a Real-scale Reinforced Concrete Building Test Under a Corner-column Failure Scenario[J].Engineering Structures,2020,210:110414.
[133]QIAN K,LI B.Experimental Study of Drop-panel Effects on Response of Reinforced Concrete Flat Slabs After Loss of Corner Column[J].ACI Structural Journal,2013,110(2):319-330.
[134]QIAN K,LI B.Load-resisting Mechanism to Mitigate Progressive Collapse of Flat Slab Structures[J].Magazine of Concrete Research,2015,67(7):349-363.
[135]MA F H,GILBERT B P,GUAN H,et al.Experimental Study on the Progressive Collapse Behaviour of RC Flat Plate Substructures Subjected to Corner Column Removal Scenarios[J].Engineering Structures,2019,180:728-741.
[136]ORTON S,JIRSA J,BAYRAK O.Carbon Fiber-reinforced Polymer for Continuity in Existing Reinforced Concrete Buildings Vulnerable to Collapse[J].ACI Structural Journal,2009,106(5):608-616.
[137]张海瑜.CFRP修复连续倒塌RC框架结构的试验及方法[D].哈尔滨:哈尔滨工业大学,2017.
ZHANG Hai-yu.Experiment and Method on CFRP-retrofitted RC Frames Damaged by Progressive Collapse[D].Harbin:Harbin Institute of Technology,2017.
[138]PAN J W,WANG X,WU F.Strengthening of Precast RC Frame to Mitigate Progressive Collapse by Externally Bonded CFRP Sheets Anchored with HFRP Anchors[J].Advances in Civil Engineering,2018,2018:8098242.
[139]胡海宁.CFRP加固钢筋混凝土框架梁柱子结构抗连续倒塌性能试验研究[D].南宁:广西大学,2020.
HU Hai-ning.Experimental Study on Progressive Collapse Behavior of CFRP RC Beam-column Structures[D].Nanning:Guangxi University,2020.
[140]QIAN K,LI B.Strengthening and Retrofitting of RC Flat Slabs to Mitigate Progressive Collapse by Externally Bonded CFRP Laminates[J].Journal of Composites for Construction,2013,17(4):554-565.
[141]QIAN K,LI B.Strengthening and Retrofitting Precast Concrete Buildings to Mitigate Progressive Collapse Using Externally Bonded GFRP Strips[J].Journal of Composites for Construction,2019,23(3):04019018.
[142]FENG P,QIANG H L,OU X,et al.Progressive Collapse Resistance of GFRP-strengthened RC Beam-slab Subassemblages in a Corner Column-removal Scenario[J].Journal of Composites for Construction,2019,23(1):04018076.
[143]LIU T,XIAO Y,YANG J,et al.CFRP Strip Cable Retrofit of RC Frame for Collapse Resistance[J].Journal of Composites for Construction,2017,21(1):04016067.
[144]范云蕾,彭一帆,王 杰.中柱失效后体外预应力钢筋混凝土框架抗连续倒塌分析[J].振动与冲击,2019,38(23):203-212.
FAN Yun-lei,PENG Yi-fan,WANG Jie.Anti-collapse Performance of RC Frames with External Pre-stressed Tendons After Failure of Middle Column[J].Journal of Vibration and Shock,2019,38(23):203-212.
[145]范云蕾,王 杰,彭一帆.体外预应力混凝土框架抗倒塌性能研究[J].建筑结构,2020,50(23):77-85.
FAN Yun-lei,WANG Jie,PENG Yi-fan.Research on Collapse Resistance Performance of External Prestressed Concrete Frame[J].Building Structure,2020,50(23):77-85.
[146]QIAN K,WENG Y H,LI B.Improving Behavior of Reinforced Concrete Frames to Resist Progressive Collapse Through Steel Bracings[J].Journal of Structural Engineering,2019,145(2):04018248.
[147]LI S,SHAN S D,ZHAI C H,et al.Experimental and Numerical Study on Progressive Collapse Process of RC Frames with Full-height Infill Walls[J].Engineering Failure Analysis,2016,59:57-68.
[148]QIAN K,LI B.Effects of Masonry Infill Wall on the Performance of RC Frames to Resist Progressive Collapse[J].Journal of Structural Engineering,2017,143(9):04017118.
[149]BAGHI H,OLIVEIRA A,VALENCA J,et al.Behavior of Reinforced Concrete Frame with Masonry Infill Wall Subjected to Vertical Load[J].Engineering Structures,2018,171:476-487.
[150]BRODSKY A,YANKELEVSKY D Z.Resistance of Reinforced Concrete Frames with Masonry Infill Walls to In-plane Gravity Loading Due to Loss of a Supporting Column[J].Engineering Structures,2017,140:134-150.
[151]WANG F L,YANG J,NYUNN S,et al.Effect of Concrete Infill Walls on the Progressive Collapse Performance of Precast Concrete Framed Substructures[J].Journal of Building Engineering,2020,32:101461.
[152]SHAN S D,LI S,XU S Y,et al.Experimental Study on the Progressive Collapse Performance of RC Frames with Infill Walls[J].Engineering Structures,2016,111:80-92.
[153]QIAN K,LAN D Q,FU F,et al.Effects of Infilled Wall Opening on Load Resisting Capacity of RC Frames to Mitigate Progressive Collapse Risk[J].Engineering Structures,2020,223:111196.
[154]STINGER S M.Evaluation of Alternative Resistance Mechanisms for Progressive Collapse[D].Columbia:University of Missouri-Columbia,2011.
[155]PARK R.The Ultimate Strength and Long-term Behaviour of Uniformly Loaded,Two-way Concrete Slabs with Partial Lateral Restraint at All Edges[J].Magazine of Concrete Research,1964,16(48):139-152.
[156]KEENAN W A.Strength and Behavior of Restrained Reinforced Concrete Slabs Under Static and Dynamic Loadings[R].Port Hueneme:Naval Civil Engineering Lab,1969.
[157]PARK R,GAMBLE W L.Reinforced Concrete Slabs[M].New Jersey:John Wiley & Sons,2000.
[158]YU J,TAN K H.Analytical Model for the Capacity of Compressive Arch Action of Reinforced Concrete Sub-assemblages[J].Magazine of Concrete Research,2014,66(3):109-126.
[159]KANG S B,TAN K H.Analytical Model for Compressive Arch Action in Horizontally Restrained Beam-column Subassemblages[J].ACI Structural Journal,2016,113(4):813-826.
[160]周育泷,李 易,陆新征,等.钢筋混凝土框架抗连续倒塌的压拱机制分析模型[J].工程力学,2016,33(4):34-42.
ZHOU Yu-long,LI Yi,LU Xin-zheng,et al.An Analytical Model of Compressive Arch Action of Reinforced Concrete Frames to Resist Progressive Collapse[J].Engineering Mechanics,2016,33(4):34-42.